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NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 00884
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.00
BRIDGE ID NUMBER: 18I00400037
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 17840
ROAD NAME: MAIN ST.
CROSSING: I40
LOCATION: 1.1 MI FROM SR1 SUFFICIENCY RATING: 96.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.90525N DEGREES
(17a,b) LONGITUDE: 84.87662 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2006
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 114.8 FT
FT(49) TOTAL BRIDGE LENGTH: 229.7
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 47.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 49.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 36.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 48.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.67 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 22.31 FT
(56) MIN HORZ UNDERCLR ON LEFT: 27.89 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1101
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/8/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 00884
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.00
BRIDGE ID NUMBER: 18I00400037
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 17840
ROAD NAME: MARKET ST.
CROSSING: I40
LOCATION: 1.1 MI FROM SR1 SUFFICIENCY RATING: 96.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.90525N DEGREES
(17a,b) LONGITUDE: 84.87662 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2006
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 114.8 FT
FT(49) TOTAL BRIDGE LENGTH: 229.7
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 47.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 49.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 36.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 48.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.67 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 22.31 FT
(56) MIN HORZ UNDERCLR ON LEFT: 27.89 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1101
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/8/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 00884
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.00
BRIDGE ID NUMBER: 18I00400037
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 17840
ROAD NAME: HEBBERTSBURG RD.
CROSSING: I40
LOCATION: 1.1 MI FROM SR1 SUFFICIENCY RATING: 96.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.90525N DEGREES
(17a,b) LONGITUDE: 84.87662 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2006
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 114.8 FT
FT(49) TOTAL BRIDGE LENGTH: 229.7
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 47.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 49.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 36.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 48.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.67 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 22.31 FT
(56) MIN HORZ UNDERCLR ON LEFT: 27.89 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1101
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/8/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 00884
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.51
BRIDGE ID NUMBER: 18008840001
BRIDGE OWNER: CITY OF CRAB ORCHARD
FIPS CODE: 17840
ROAD NAME: HEBBERTSBURG RD.
CROSSING: BAKERS BRANCH
LOCATION: CITY OF CRAB ORCHARD SUFFICIENCY RATING: 97.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.92357N DEGREES
(17a,b) LONGITUDE: 84.87123 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1976
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 22.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 40.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 40.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/9/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 00884
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 10.24
BRIDGE ID NUMBER: 18008840003
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: HEBBERTSBURG RD.
CROSSING: YELLOW CREEK (CWMA)
LOCATION: NORTHEAST OF I40 SUFFICIENCY RATING: 81.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.01863N DEGREES
(17a,b) LONGITUDE: 84.79408 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE PRECAST PANELS
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1984
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 39.0 FT
FT(49) TOTAL BRIDGE LENGTH: 116.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 27.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 27.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/25/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 00885
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.34
BRIDGE ID NUMBER: 18F00250001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: PEAVINE RD.
CROSSING: DADDY CREEK
LOCATION: NORTH OF I40 SUFFICIENCY RATING: 86.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99803N DEGREES
(17a,b) LONGITUDE: 84.82322 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CORRUGATED STEEL
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1974
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 100.1 FT
FT(49) TOTAL BRIDGE LENGTH: 207.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 25.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 27.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 26.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 8
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/7/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01168
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.78
BRIDGE ID NUMBER: 18F00130001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: DEEP DRAW RD.
CROSSING: BYRD CREEK
LOCATION: SOUTH OF I40 SUFFICIENCY RATING: 65.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.92342N DEGREES
(17a,b) LONGITUDE: 84.93567 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: MASONRY
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1934
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 38.1 FT
FT(49) TOTAL BRIDGE LENGTH: 41.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 25.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 25.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS ON THE NATIONAL
REGISTER
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0010
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 41 FT
(94) BRIDGE IMPROVEMENT COST: $215,000.00
(95) ROADWAY IMPROVEMENT COST: $22,000.00
(96) TOTAL PROJECT COST: $323,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): /
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/23/2018
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01170
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.73
BRIDGE ID NUMBER: 18F00050001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: CRESTON RD.
CROSSING: BLACK DROWNING CREEK
LOCATION: SOUTH OF I40 SUFFICIENCY RATING: 95.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.01322N DEGREES
(17a,b) LONGITUDE: 85.06955 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2000
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 56.4
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 33.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.6
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 27.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/21/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01170
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.34
BRIDGE ID NUMBER: 18F00050003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: CRESTON RD.
CROSSING: COPELAND CREEK
LOCATION: SOUTH OF I40 SUFFICIENCY RATING: 85.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.00800N DEGREES
(17a,b) LONGITUDE: 85.07602 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1975
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 13.1 FT
FT(49) TOTAL BRIDGE LENGTH: 65.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 30.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 4
(62) CULVERT CONDITION (IF APPLICABLE): 5
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 4
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 65 FT
(94) BRIDGE IMPROVEMENT COST: $303,000.00
(95) ROADWAY IMPROVEMENT COST: $31,000.00
(96) TOTAL PROJECT COST: $455,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/21/2018
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01174
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.24
BRIDGE ID NUMBER: 18I00400057
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: PLATEAU RD.
CROSSING: NFA 1174 / EBL I40
LOCATION: PLATEAU RD / I-40 EB SUFFICIENCY RATING: 93.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.04200N DEGREES
(17a,b) LONGITUDE: 85.14287 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2005
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 118.1 FT
FT(49) TOTAL BRIDGE LENGTH: 205.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 47.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 49.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 47.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 42 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 48.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.4 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 29.86 FT
(56) MIN HORZ UNDERCLR ON LEFT: 29.86 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): /
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/9/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01174
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.30
BRIDGE ID NUMBER: 18I00400059
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: PLATEAU RD.
CROSSING: NFA 1174 / WBL I40
LOCATION: PLATEAU RD / I-40 WB SUFFICIENCY RATING: 84.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.04977N DEGREES
(17a,b) LONGITUDE: 85.14865 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2005
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 118.1 FT
FT(49) TOTAL BRIDGE LENGTH: 216.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 47.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 49.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 47.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 42 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 48.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 18.67 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 29.86 FT
(56) MIN HORZ UNDERCLR ON LEFT: 29.86 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: 8
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): /
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/14/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01199
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.44
BRIDGE ID NUMBER: 18S43840001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: VANDEVER RD.
CROSSING: SELF CREEK
LOCATION: WEST OF US127 SUFFICIENCY RATING: 89.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.79843N DEGREES
(17a,b) LONGITUDE: 85.04235 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1959
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 23.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 27.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 26.1 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1N11
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/22/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01201
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.43
BRIDGE ID NUMBER: 18012010003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: DUNBAR RD.
CROSSING: BASSES CREEK
LOCATION: 5 MI SOUTH OF SR28 SUFFICIENCY RATING: 62.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.85082N DEGREES
(17a,b) LONGITUDE: 85.05522 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1940
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 25.9 FT
FT(49) TOTAL BRIDGE LENGTH: 27.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 26.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 26.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): 11 TONS
WEIGHT POSTING (3 OR MORE AXLES): 20 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 27.9 FT
(94) BRIDGE IMPROVEMENT COST: $74,000.00
(95) ROADWAY IMPROVEMENT COST: $8,000.00
(96) TOTAL PROJECT COST: $112,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/23/2018
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01201
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.81
BRIDGE ID NUMBER: 18012010001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: DUNBAR RD.
CROSSING: LICK CREEK
LOCATION: 3 MI FROM SR28 SUFFICIENCY RATING: 95.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.82092N DEGREES
(17a,b) LONGITUDE: 85.03713 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1972
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 7.9 FT
FT(49) TOTAL BRIDGE LENGTH: 30.8
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 45 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 4
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 5
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/7/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 01203
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.72
BRIDGE ID NUMBER: 18S43820001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: WESTEL RD.
CROSSING: PINEY CREEK
LOCATION: 1.2 MI W OF MORGAN CO LN. SUFFICIENCY RATING: 49.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.89755N DEGREES
(17a,b) LONGITUDE: 84.72740 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: OTHER
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1978
(106) YEAR THE BRIDGE WAS REHABILITATED: #Error
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 1
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 45.9 FT
FT(49) TOTAL BRIDGE LENGTH: 45.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 13.1 FT
(52) BRIDGE OUT TO OUT WIDTH: 15.1 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 16.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 13.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: ONE LANE BRIDGE FOR 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 4
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 45.9 FT
(94) BRIDGE IMPROVEMENT COST: $175,000.00
(95) ROADWAY IMPROVEMENT COST: $18,000.00
(96) TOTAL PROJECT COST: $263,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/2/2018
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02174
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.96
BRIDGE ID NUMBER: 18021740001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: OLD HWY. 28
CROSSING: SEQUATCHIE RIVER
LOCATION: EAST OF US127 SUFFICIENCY RATING: 86.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.76963N DEGREES
(17a,b) LONGITUDE: 85.01820 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1984
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 58.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 24 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 34 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/7/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02174
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.23
BRIDGE ID NUMBER: 18021740003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: OLD HWY. 28
CROSSING: SEQUATCHIE RIVER
LOCATION: EAST OF US127 SUFFICIENCY RATING: 80.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.78548N DEGREES
(17a,b) LONGITUDE: 85.01503 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1999
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 41.0 FT
FT(49) TOTAL BRIDGE LENGTH: 82.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 21.7 FT
(52) BRIDGE OUT TO OUT WIDTH: 24 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 25.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 67 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 21.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/3/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02174
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 8.21
BRIDGE ID NUMBER: 18021740007
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: OLD HWY. 28
CROSSING: BRANCH
LOCATION: 8 MI. S OF CROSSVILLE SUFFICIENCY RATING: 87.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.84107N DEGREES
(17a,b) LONGITUDE: 84.98843 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1950
(106) YEAR THE BRIDGE WAS REHABILITATED: 2017
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 18.0 FT
FT(49) TOTAL BRIDGE LENGTH: 21.2
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 23 FT
(52) BRIDGE OUT TO OUT WIDTH: 24.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 21.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 23.3 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: NO
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HL-93
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/3/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02174
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 8.38
BRIDGE ID NUMBER: 18021740005
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: OLD HWY. 28
CROSSING: DADDY'S CREEK
LOCATION: EAST OF US127 SUFFICIENCY RATING: 36.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.83967N DEGREES
(17a,b) LONGITUDE: 84.98600 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: OTHER
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1958
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 43.0 FT
FT(49) TOTAL BRIDGE LENGTH: 86.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 20.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 21.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 19.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 20.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 4
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): 12 TONS
WEIGHT POSTING (3 OR MORE AXLES): 21 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 86 FT
(94) BRIDGE IMPROVEMENT COST: $213,000.00
(95) ROADWAY IMPROVEMENT COST: $22,000.00
(96) TOTAL PROJECT COST: $320,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/7/2018
(75) TYPE OF WORK: BRIDGE WIDENING WITH DECK REPAIR
OR REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02202
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.23
BRIDGE ID NUMBER: 18022020001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: BROWNTOWN RD.
CROSSING: WEST FORK CREEK
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 75.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.92420N DEGREES
(17a,b) LONGITUDE: 85.21363 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1960
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY-PEDESTRIAN
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 28.9 FT
FT(49) TOTAL BRIDGE LENGTH: 143.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 28.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 32.2
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 28.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 143 FT
(94) BRIDGE IMPROVEMENT COST: $716,000.00
(95) ROADWAY IMPROVEMENT COST: $72,000.00
(96) TOTAL PROJECT COST: $1,075,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/3/2018
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02202
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.13
BRIDGE ID NUMBER: 18022020003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: BROWNTOWN RD.
CROSSING: POKEPATCH CREEK
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 68.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.95667N DEGREES
(17a,b) LONGITUDE: 85.20783 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1965
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 14.1 FT
FT(49) TOTAL BRIDGE LENGTH: 33.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 35.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 45 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 35.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 4
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 33.1 FT
(94) BRIDGE IMPROVEMENT COST: $169,000.00
(95) ROADWAY IMPROVEMENT COST: $17,000.00
(96) TOTAL PROJECT COST: $254,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/3/2018
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02202
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 4.77
BRIDGE ID NUMBER: 18022020005
BRIDGE OWNER: CITY OF PLEASANT HILL
FIPS CODE: 59240
ROAD NAME: BROWNTOWN RD.
CROSSING: WHITEOAK CREEK
LOCATION: IN CITY OF PLEASAN HILL SUFFICIENCY RATING: 87.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.96833N DEGREES
(17a,b) LONGITUDE: 85.19323 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1972
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 22.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 32.2
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 32.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/3/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02237
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.30
BRIDGE ID NUMBER: 18022370001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: CLEAR CREEK RD.
CROSSING: CLEAR CREEK
LOCATION: 2.1 MI SOUTH OF US127 SUFFICIENCY RATING: 97.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.11971N DEGREES
(17a,b) LONGITUDE: 85.09663 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1970
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 21.0 FT
FT(49) TOTAL BRIDGE LENGTH: 44.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 27.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 45 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 28.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 4
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 4
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/22/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02285
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 4.49
BRIDGE ID NUMBER: 18022850001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: NEWTON RD.
CROSSING: EAST FORK OF CANE CREEK
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 97.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.78783N DEGREES
(17a,b) LONGITUDE: 85.20782 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1965
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 25.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 30.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/16/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02285
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 10.69
BRIDGE ID NUMBER: 18022850003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: FLYNNS COVE RD.
CROSSING: LAUREL CREEK
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 63.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.85683N DEGREES
(17a,b) LONGITUDE: 85.15842 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1936
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 40.0 FT
FT(49) TOTAL BRIDGE LENGTH: 44.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 20 FT
(52) BRIDGE OUT TO OUT WIDTH: 21.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 20.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 3
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 44 FT
(94) BRIDGE IMPROVEMENT COST: $130,000.00
(95) ROADWAY IMPROVEMENT COST: $14,000.00
(96) TOTAL PROJECT COST: $196,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/9/2018
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02285
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 11.20
BRIDGE ID NUMBER: 18022850005
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: FLYNNS COVE RD.
CROSSING: SAWMILL CREEK
LOCATION: 2 MILES W OF SR101 SUFFICIENCY RATING: 65.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.85732N DEGREES
(17a,b) LONGITUDE: 85.15038 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1940
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 6.9 FT
FT(49) TOTAL BRIDGE LENGTH: 20.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 24.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 45 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: NO
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 20 FT
(94) BRIDGE IMPROVEMENT COST: $58,000.00
(95) ROADWAY IMPROVEMENT COST: $6,000.00
(96) TOTAL PROJECT COST: $88,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/2/2018
(75) TYPE OF WORK: BRIDGE WIDENING WITH DECK REPAIR
OR REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02287
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.09
BRIDGE ID NUMBER: 18I00400049
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: MILLESTONE MOUNTAIN RD.
CROSSING: MT. VERNON RD OVER I-40
LOCATION: 4 MI FROM ROANE CO LI SUFFICIENCY RATING: 72.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.89869N DEGREES
(17a,b) LONGITUDE: 84.76612 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 65.9 FT
FT(49) TOTAL BRIDGE LENGTH: 300.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 26.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 17.95 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 11.15 FT
(56) MIN HORZ UNDERCLR ON LEFT: 26.57 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 300.9 FT
(94) BRIDGE IMPROVEMENT COST: $1,319,000.00
(95) ROADWAY IMPROVEMENT COST: $132,000.00
(96) TOTAL PROJECT COST: $1,979,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/22/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02289
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.59
BRIDGE ID NUMBER: 18022890001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: WIGHTMAN RD.
CROSSING: DUNCAN CREEK
LOCATION: SOUTH OF I40 SUFFICIENCY RATING: 21.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.00208N DEGREES
(17a,b) LONGITUDE: 85.20168 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1940
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 30.8 FT
FT(49) TOTAL BRIDGE LENGTH: 34.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 20 FT
(52) BRIDGE OUT TO OUT WIDTH: 21 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 23.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 50 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 20.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 4
(59) SUPERSTRUCTURE: 3
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 3
(68) DECK GEOMETRY: 3
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 56.1 FT
(94) BRIDGE IMPROVEMENT COST: $370,000.00
(95) ROADWAY IMPROVEMENT COST: $38,000.00
(96) TOTAL PROJECT COST: $556,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/8/2018
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02289
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 5.60
BRIDGE ID NUMBER: 18022890003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: WIGHTMAN RD.
CROSSING: WILKERSON CREEK
LOCATION: NORTH OF US70 SUFFICIENCY RATING: 84.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97633N DEGREES
(17a,b) LONGITUDE: 85.18767 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE PRECAST PANELS
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1990
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 59.1 FT
FT(49) TOTAL BRIDGE LENGTH: 175.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 26.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 35 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/8/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02296
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.74
BRIDGE ID NUMBER: 18022960001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: ALLOWAY RD.
CROSSING: SANDY BRANCH
LOCATION: EAST OF SR68 SUFFICIENCY RATING: 95.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.81368N DEGREES
(17a,b) LONGITUDE: 84.85820 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1964
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 24.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 28.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 29.3 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/8/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 02296
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.89
BRIDGE ID NUMBER: 18022960003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: ALLOWAY RD.
CROSSING: HARRIS BRANCH
LOCATION: EAST OF SR68 SUFFICIENCY RATING: 95.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.80800N DEGREES
(17a,b) LONGITUDE: 84.85633 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1964
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 49.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 27.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 27.4 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/17/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 04523
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.87
BRIDGE ID NUMBER: 180A5000001
BRIDGE OWNER: CITY OF CROSSVILLE
FIPS CODE: 18540
ROAD NAME: OLD JAMESTOWN HWY.
CROSSING: LITTLE OBED RIVER
LOCATION: .1 MI FROM HILLCREST DR. SUFFICIENCY RATING: 68.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97498N DEGREES
(17a,b) LONGITUDE: 85.03498 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1956
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 37.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 32.2
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 33.8 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 4
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 5
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 37.1 FT
(94) BRIDGE IMPROVEMENT COST: $235,000.00
(95) ROADWAY IMPROVEMENT COST: $24,000.00
(96) TOTAL PROJECT COST: $353,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/22/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 06018
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.73
BRIDGE ID NUMBER: 18SR4620001
BRIDGE OWNER: CITY OF CROSSVILLE
FIPS CODE: 18540
ROAD NAME: NORTHSIDE DR.
CROSSING: OBED RIVER
LOCATION: 0.31 MI JCT SR-28 SUFFICIENCY RATING: 97.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.98458N DEGREES
(17a,b) LONGITUDE: 85.04318 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1980
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 38.7 FT
FT(49) TOTAL BRIDGE LENGTH: 39.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 32.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL CITY STREET
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/16/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.12
BRIDGE ID NUMBER: 18I00400003
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: DRIPPING SPRINGS RD.
CROSSING: I40
LOCATION: 1 MI FROM PUTNAM CO LI SUFFICIENCY RATING: 66.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.08850N DEGREES
(17a,b) LONGITUDE: 85.22383 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1964
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 90.9 FT
FT(49) TOTAL BRIDGE LENGTH: 315.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 42 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 18.01 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 10.17 FT
(56) MIN HORZ UNDERCLR ON LEFT: 29.53 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: 4
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 315.9 FT
(94) BRIDGE IMPROVEMENT COST: $1,469,000.00
(95) ROADWAY IMPROVEMENT COST: $147,000.00
(96) TOTAL PROJECT COST: $2,204,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/8/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A009
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.34
BRIDGE ID NUMBER: 18I00400007
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: JIM GARRETT RD.
CROSSING: JIM GARRETT RD / I-40
LOCATION: 1.1 MI FROM SR24 SUFFICIENCY RATING: 67.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.95383N DEGREES
(17a,b) LONGITUDE: 85.02283 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1964
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 62.0 FT
FT(49) TOTAL BRIDGE LENGTH: 282.2
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 32.2
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 20 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 23.9 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.83 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 14.44 FT
(56) MIN HORZ UNDERCLR ON LEFT: 13.78 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): 13 TONS
WEIGHT POSTING (3 OR MORE AXLES): 23 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 282.2 FT
(94) BRIDGE IMPROVEMENT COST: $1,230,000.00
(95) ROADWAY IMPROVEMENT COST: $124,000.00
(96) TOTAL PROJECT COST: $1,846,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/8/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A073
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.58
BRIDGE ID NUMBER: 18I00400011
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: JOE TABOR RD.
CROSSING: I40
LOCATION: 3.2 MI FROM SR24 SUFFICIENCY RATING: 68.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.01867N DEGREES
(17a,b) LONGITUDE: 85.07350 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1965
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 84.0 FT
FT(49) TOTAL BRIDGE LENGTH: 377.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 18.24 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 9.19 FT
(56) MIN HORZ UNDERCLR ON LEFT: 37.07 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: 3
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 377 FT
(94) BRIDGE IMPROVEMENT COST: $1,570,000.00
(95) ROADWAY IMPROVEMENT COST: $158,000.00
(96) TOTAL PROJECT COST: $2,356,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2020
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/9/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A131
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.24
BRIDGE ID NUMBER: 180A1310001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: FRED FORD RD.
CROSSING: BRANCH
LOCATION: ON FRED FORD RD. SUFFICIENCY RATING: 96.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99568N DEGREES
(17a,b) LONGITUDE: 85.00713 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1990
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 31.5
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 5 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MINOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 4
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/23/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A151
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.11
BRIDGE ID NUMBER: 180A1510001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: POTTER FORD RD.
CROSSING: OBED RIVER (CWMA)
LOCATION: 3MI WEST OF MORGAN CO. SUFFICIENCY RATING: 85.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.07017N DEGREES
(17a,b) LONGITUDE: 84.90167 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2010
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 1
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 42.0 FT
FT(49) TOTAL BRIDGE LENGTH: 124.8
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 16.1 FT
(52) BRIDGE OUT TO OUT WIDTH: 18 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 15.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 16.1 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: ONE LANE BRIDGE FOR 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HL-93
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/3/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A153
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 9.96
BRIDGE ID NUMBER: 180A1530001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: OTTER CREEK RD.
CROSSING: OTTER CREEK (CWMA)
LOCATION: 4MI WEST OF MORGAN CO. SUFFICIENCY RATING: 46.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.05456N DEGREES
(17a,b) LONGITUDE: 84.85577 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1992
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 4.9 FT
FT(49) TOTAL BRIDGE LENGTH: 44.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 20.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 20.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 18.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 20.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 4
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): 10 TONS
WEIGHT POSTING (3 OR MORE AXLES): 17 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 4
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 44 FT
(94) BRIDGE IMPROVEMENT COST: $178,000.00
(95) ROADWAY IMPROVEMENT COST: $18,000.00
(96) TOTAL PROJECT COST: $268,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2020
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/3/2020
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A153
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 15.07
BRIDGE ID NUMBER: 180A1530003
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: OTTER CREEK RD.
CROSSING: DADDY'S CREEK (CWMA)
LOCATION: .1MI FROM MORGAN CO. LINE SUFFICIENCY RATING: 13.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.05550N DEGREES
(17a,b) LONGITUDE: 84.78867 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: WOOD OR TIMBER
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: WOOD OR TIMBER
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1950
(106) YEAR THE BRIDGE WAS REHABILITATED: 1973
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 1
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 29.9 FT
FT(49) TOTAL BRIDGE LENGTH: 128.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 12.1 FT
(52) BRIDGE OUT TO OUT WIDTH: 12.1 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 7.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 9.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: ONE LANE BRIDGE FOR 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 2
(60) SUBSTRUCTURE: 4
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): 2 TONS
WEIGHT POSTING (3 OR MORE AXLES): 3 TONS
(70) BRIDGE POSTING CODE: 3
(41) WT POSTING STATUS: CLOSED
APPRAISAL
(67) STRUCTURAL EVALUATION: 0
(68) DECK GEOMETRY: 0
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 4
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 160.1 FT
(94) BRIDGE IMPROVEMENT COST: $792,000.00
(95) ROADWAY IMPROVEMENT COST: $80,000.00
(96) TOTAL PROJECT COST: $1,189,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2020
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/3/2020
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A158
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.06
BRIDGE ID NUMBER: 180A1580001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: SEQUATCHEE LN.
CROSSING: SEQUATCHIE RIVER
LOCATION: EAST OF US127 SUFFICIENCY RATING: 43.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.74117N DEGREES
(17a,b) LONGITUDE: 85.02427 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: WOOD OR TIMBER
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1970
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 1
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 29.9 FT
FT(49) TOTAL BRIDGE LENGTH: 35.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 11.5 FT
(52) BRIDGE OUT TO OUT WIDTH: 12.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 14.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 5 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 11.8 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: ONE LANE BRIDGE FOR 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): 10 TONS
WEIGHT POSTING (3 OR MORE AXLES): 18 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 3
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 57.1 FT
(94) BRIDGE IMPROVEMENT COST: $315,000.00
(95) ROADWAY IMPROVEMENT COST: $32,000.00
(96) TOTAL PROJECT COST: $473,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/7/2018
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A179
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.23
BRIDGE ID NUMBER: 180A1790001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: HEDGECOTH RD.
CROSSING: YELLOW CREEK
LOCATION: NORTHEAST OF CRAB ORCHARD SUFFICIENCY RATING: 86.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.00235N DEGREES
(17a,b) LONGITUDE: 84.78438 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1987
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 18.0 FT
FT(49) TOTAL BRIDGE LENGTH: 61.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 25.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/15/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A180
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 6.57
BRIDGE ID NUMBER: 180A1800001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: SMITH MOUNTAIN RD.
CROSSING: CRAB ORCHARD CREEK
LOCATION: NORTH OF I40 SUFFICIENCY RATING: 81.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.93757N DEGREES
(17a,b) LONGITUDE: 84.70817 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: GRAVEL
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1983
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 39.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 26.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 26.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/2/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A186
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.93
BRIDGE ID NUMBER: 180A1860001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: GOLLIHER RD.
CROSSING: PINEY CREEK
LOCATION: NORTH OF I40 SUFFICIENCY RATING: 96.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.90723N DEGREES
(17a,b) LONGITUDE: 84.73477 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1988
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 57.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22 FT
(52) BRIDGE OUT TO OUT WIDTH: 25.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 21.8 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/2/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A188
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.67
BRIDGE ID NUMBER: 180A1880001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: MILLSTONE MOUNTAIN RD.
CROSSING: MAMMY'S CREEK
LOCATION: NORTH OF I40 SUFFICIENCY RATING: 91.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91232N DEGREES
(17a,b) LONGITUDE: 84.77837 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: UNKNOWN
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1992
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 26.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 27.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 27.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/2/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A213
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.78
BRIDGE ID NUMBER: 180A2130001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: FALL CREEK RD.
CROSSING: FALL BRANCH
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 91.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.87067N DEGREES
(17a,b) LONGITUDE: 84.80433 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1993
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 19.7 FT
FT(49) TOTAL BRIDGE LENGTH: 63.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 27.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 16.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 7 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/10/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A234
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.32
BRIDGE ID NUMBER: 180A2340001
BRIDGE OWNER: CITY OF CRAB ORCHARD
FIPS CODE: 17840
ROAD NAME: CHESTNUT HILL RD.
CROSSING: DADDY'S CREEK
LOCATION: CITY OF CRAB ORCHARD SUFFICIENCY RATING: 80.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.92742N DEGREES
(17a,b) LONGITUDE: 84.87635 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1976
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 100.1 FT
FT(49) TOTAL BRIDGE LENGTH: 104.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 26.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 27.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 25.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 25.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 5
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/7/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A234
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 7.33
BRIDGE ID NUMBER: 180A2340003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: CHESTNUT HILL RD.
CROSSING: BROWN CREEK
LOCATION: NORTH OF I40 SUFFICIENCY RATING: 86.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.96118N DEGREES
(17a,b) LONGITUDE: 84.93695 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2008
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 11.8 FT
FT(49) TOTAL BRIDGE LENGTH: 25.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 25.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 31.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 21.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 25.8 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 1N11
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/23/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A234
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 7.58
BRIDGE ID NUMBER: 180A2340005
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: CHESTNUT HILL RD.
CROSSING: NORTH CREEK
LOCATION: NORTH OF I40 SUFFICIENCY RATING: 86.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.96202N DEGREES
(17a,b) LONGITUDE: 84.94050 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NONE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2008
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 11.8 FT
FT(49) TOTAL BRIDGE LENGTH: 25.6
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 25.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 30.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 18.7
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 25.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 1N10
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/15/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A251
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.92
BRIDGE ID NUMBER: 18I00400061
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: CHESTNUT HILL RD.
CROSSING: NFA A251 / EBL I40
LOCATION: 2 MI FROM SR101 SUFFICIENCY RATING: 64.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.95310N DEGREES
(17a,b) LONGITUDE: 84.95340 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 60.0 FT
FT(49) TOTAL BRIDGE LENGTH: 99.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 19.32 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 16.4 FT
(56) MIN HORZ UNDERCLR ON LEFT: 16.08 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): 13 TONS
WEIGHT POSTING (3 OR MORE AXLES): 23 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 99.1 FT
(94) BRIDGE IMPROVEMENT COST: $123,000.00
(95) ROADWAY IMPROVEMENT COST: $13,000.00
(96) TOTAL PROJECT COST: $185,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/9/2019
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A251
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.93
BRIDGE ID NUMBER: 18I00400063
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: CHESTNUT HILL RD.
CROSSING: NFA A251 / WBL I40
LOCATION: 2 MI FROM SR101 SUFFICIENCY RATING: 64.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.95325N DEGREES
(17a,b) LONGITUDE: 84.95308 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 60.0 FT
FT(49) TOTAL BRIDGE LENGTH: 99.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.83 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 16.4 FT
(56) MIN HORZ UNDERCLR ON LEFT: 16.4 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): 13 TONS
WEIGHT POSTING (3 OR MORE AXLES): 23 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 99.1 FT
(94) BRIDGE IMPROVEMENT COST: $123,000.00
(95) ROADWAY IMPROVEMENT COST: $13,000.00
(96) TOTAL PROJECT COST: $185,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/9/2019
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A279
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.96
BRIDGE ID NUMBER: 180A2790001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: DOGWOOD RD.
CROSSING: FALL CREEK
LOCATION: SOUTH OF I40 SUFFICIENCY RATING: 95.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.83720N DEGREES
(17a,b) LONGITUDE: 84.79933 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE PRECAST PANELS
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1986
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 55.1 FT
FT(49) TOTAL BRIDGE LENGTH: 144.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22 FT
(52) BRIDGE OUT TO OUT WIDTH: 24.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): 03/2016
(92b) UNDERWATER INSP FREQUENCY (MONTHS): Y60
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/9/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A289
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.31
BRIDGE ID NUMBER: 180A2890001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: GARRISON LN.
CROSSING: WHITES CREEK
LOCATION: NEAR ROANE CL & SR 68 SUFFICIENCY RATING: 29.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.77675N DEGREES
(17a,b) LONGITUDE: 84.90387 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 6
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: WOOD OR TIMBER
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: WOOD OR TIMBER
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1960
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 1
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 20.0 FT
FT(49) TOTAL BRIDGE LENGTH: 85.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 10.8 FT
(52) BRIDGE OUT TO OUT WIDTH: 11.8 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 12.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 45 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 10.8 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: ONE LANE BRIDGE FOR 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-10-44
WEIGHT POSTING (2 AXLE VEHICLES): 5 TONS
WEIGHT POSTING (3 OR MORE AXLES): 10 TONS
(70) BRIDGE POSTING CODE: 3
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 3
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 85 FT
(94) BRIDGE IMPROVEMENT COST: $266,000.00
(95) ROADWAY IMPROVEMENT COST: $27,000.00
(96) TOTAL PROJECT COST: $400,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/8/2018
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A313
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.39
BRIDGE ID NUMBER: 180A3130001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: HIGHLAND LN.
CROSSING: BYRD CREEK
LOCATION: SOUTH OF I40 SUFFICIENCY RATING: 97.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.93215N DEGREES
(17a,b) LONGITUDE: 84.95130 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1985
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 48.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 30.8 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/21/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A400
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.77
BRIDGE ID NUMBER: 180A4000001
BRIDGE OWNER: CITY OF CROSSVILLE
FIPS CODE: 18540
ROAD NAME: SPARTA DR.
CROSSING: OBED RIVER
LOCATION: IN CITY OF CROSSVILLE SUFFICIENCY RATING: 69.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.95733N DEGREES
(17a,b) LONGITUDE: 85.05045 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1926
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 29.9 FT
FT(49) TOTAL BRIDGE LENGTH: 33.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 21 FT
(52) BRIDGE OUT TO OUT WIDTH: 23.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 25 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 21.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL CITY STREET
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0110
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 33.1 FT
(94) BRIDGE IMPROVEMENT COST: $117,000.00
(95) ROADWAY IMPROVEMENT COST: $12,000.00
(96) TOTAL PROJECT COST: $176,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/2/2018
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A420
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.47
BRIDGE ID NUMBER: 180A4200003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: GLADE CREEK RD.
CROSSING: WILKERSON CREEK
LOCATION: 2 MI E OF PLEASANT HILL SUFFICIENCY RATING: 80.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.98617N DEGREES
(17a,b) LONGITUDE: 85.22617 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1995
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 26.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22 FT
(52) BRIDGE OUT TO OUT WIDTH: 27.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 10 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/8/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A454
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.70
BRIDGE ID NUMBER: 18I00400025
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: COOK RD.
CROSSING: COOK RD OVER I-40
LOCATION: 1 MI FROM SR101 SUFFICIENCY RATING: 57.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97402N DEGREES
(17a,b) LONGITUDE: 85.00090 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 68.9 FT
FT(49) TOTAL BRIDGE LENGTH: 245.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 24 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 26.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 16 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 17.91 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 11.15 FT
(56) MIN HORZ UNDERCLR ON LEFT: 28.87 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 245.1 FT
(94) BRIDGE IMPROVEMENT COST: $263,000.00
(95) ROADWAY IMPROVEMENT COST: $27,000.00
(96) TOTAL PROJECT COST: $395,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/10/2019
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A523
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.56
BRIDGE ID NUMBER: 180A5230001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: RHEA RD.
CROSSING: DADDY'S CREEK
LOCATION: EAST OF SR28 SUFFICIENCY RATING: 86.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.01326N DEGREES
(17a,b) LONGITUDE: 85.06954 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1986
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 18.0 FT
FT(49) TOTAL BRIDGE LENGTH: 58.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 25.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.4 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/21/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A523
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.26
BRIDGE ID NUMBER: 180A5230003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: RHEA RD.
CROSSING: LICK CREEK
LOCATION: EAST OF SR28 SUFFICIENCY RATING: 86.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.81132N DEGREES
(17a,b) LONGITUDE: 85.01732 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1983
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 48.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22 FT
(52) BRIDGE OUT TO OUT WIDTH: 26.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/16/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A562
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.52
BRIDGE ID NUMBER: 180A5620001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: FRED TOLLETT RD.
CROSSING: DADDY'S CREEK
LOCATION: WEST OF US127 SUFFICIENCY RATING: 97.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.77583N DEGREES
(17a,b) LONGITUDE: 85.04113 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2001
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 33.5
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 28.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 33.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 28.3 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/7/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A573
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.55
BRIDGE ID NUMBER: 180A5730001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: LEEFLE WEBB RD.
CROSSING: LITTLE LAUREL CREEK
LOCATION: WEST OF US127 SUFFICIENCY RATING: 86.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.84073N DEGREES
(17a,b) LONGITUDE: 85.12355 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1984
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 33.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22 FT
(52) BRIDGE OUT TO OUT WIDTH: 25.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 10 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/10/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A623
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.23
BRIDGE ID NUMBER: 180A6230001
BRIDGE OWNER: CITY OF CROSSVILLE
FIPS CODE: 18540
ROAD NAME: HOLIDAY DR.
CROSSING: OBED RIVER
LOCATION: E. HOLIDAY DR -CROSSVILLE SUFFICIENCY RATING: 94.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.95582N DEGREES
(17a,b) LONGITUDE: 85.05873 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2009
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 53.8 FT
FT(49) TOTAL BRIDGE LENGTH: 161.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 31.8 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.8 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 33.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 31.8 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL CITY STREET
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 8
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HL-93
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/1/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A636
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.89
BRIDGE ID NUMBER: 180A6360001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: FLAT ROCK RD.
CROSSING: JUMPING CREEK
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 74.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.85967N DEGREES
(17a,b) LONGITUDE: 85.18352 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1970
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 30.8 FT
FT(49) TOTAL BRIDGE LENGTH: 34.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 26.6 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 13.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 26.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 34.1 FT
(94) BRIDGE IMPROVEMENT COST: $158,000.00
(95) ROADWAY IMPROVEMENT COST: $16,000.00
(96) TOTAL PROJECT COST: $238,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/10/2018
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A814
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.58
BRIDGE ID NUMBER: 180A8140001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: CLIFTY RD.
CROSSING: CANEY FORK RIVER
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 93.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.84113N DEGREES
(17a,b) LONGITUDE: 85.21830 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CORRUGATED STEEL
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1970
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 64.0 FT
FT(49) TOTAL BRIDGE LENGTH: 191.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 26.6 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 20.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 26.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/2/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A814
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.62
BRIDGE ID NUMBER: 180A8140003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: LOWE RD.
CROSSING: LAUREL CREEK
LOCATION: SOUTH OF SR70 SUFFICIENCY RATING: 94.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.88785N DEGREES
(17a,b) LONGITUDE: 85.18778 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE PRECAST PANELS
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1987
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 33.1 FT
FT(49) TOTAL BRIDGE LENGTH: 98.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22 FT
(52) BRIDGE OUT TO OUT WIDTH: 24.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 5
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/3/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A814
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.20
BRIDGE ID NUMBER: 180A8140005
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: LOWE RD.
CROSSING: MEADOW CREEK
LOCATION: SOUTH OF SR70 SUFFICIENCY RATING: 91.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.88617N DEGREES
(17a,b) LONGITUDE: 85.17785 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1984
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 33.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 25.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 22.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.3 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/16/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A821
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.71
BRIDGE ID NUMBER: 180A8210001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: TAYLOR CHAPEL RD.
CROSSING: WEST FORK CREEK
LOCATION: SOUTH OF SR70 SUFFICIENCY RATING: 96.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91792N DEGREES
(17a,b) LONGITUDE: 85.19332 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1982
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 44.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 26.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/14/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A821
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.52
BRIDGE ID NUMBER: 180A8210003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: TAYLOR CHAPEL RD.
CROSSING: CANEY FORK RIVER
LOCATION: SOUTH OF SR70 SUFFICIENCY RATING: 96.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91980N DEGREES
(17a,b) LONGITUDE: 85.18807 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CORRUGATED STEEL
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1978
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 101.0 FT
FT(49) TOTAL BRIDGE LENGTH: 140.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 26.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 27.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 25.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 26.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 3
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/14/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A831
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 4.03
BRIDGE ID NUMBER: 180A1510003
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: MYATT CREEK RD.
CROSSING: MYATT CREEK (CWMA)
LOCATION: 5 M NORTH OF I40 SUFFICIENCY RATING: 47.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.12948N DEGREES
(17a,b) LONGITUDE: 84.98167 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: WOOD OR TIMBER
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: WOOD OR TIMBER
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1989
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 1
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 21.0 FT
FT(49) TOTAL BRIDGE LENGTH: 24.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 11.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 12.1 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 14.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 11.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: ONE LANE BRIDGE FOR 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): 10 TONS
WEIGHT POSTING (3 OR MORE AXLES): 18 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 44.9 FT
(94) BRIDGE IMPROVEMENT COST: $282,000.00
(95) ROADWAY IMPROVEMENT COST: $29,000.00
(96) TOTAL PROJECT COST: $424,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/3/2020
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A890
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.70
BRIDGE ID NUMBER: 180A8900001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: FOREST VIEW DR.
CROSSING: OTTER CREEK
LOCATION: ADVISE SUFFICIENCY RATING: 98.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.04137N DEGREES
(17a,b) LONGITUDE: 84.89608 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2003
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 42.0 FT
FT(49) TOTAL BRIDGE LENGTH: 42.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.6
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 26.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/8/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A934
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.77
BRIDGE ID NUMBER: 180A9340001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: HOWARD SPRINGS RD.
CROSSING: LITTLEFIELD BRANCH
LOCATION: NORTH OF SR1 SUFFICIENCY RATING: 88.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.95767N DEGREES
(17a,b) LONGITUDE: 85.08700 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1965
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 23.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 25.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 27.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 25.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 25.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/17/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0A939
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.00
BRIDGE ID NUMBER: 180A9390001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: OLD MAIL RD.
CROSSING: BYRDS CREEK (CMSP)
LOCATION: 2 MI FROM SR28 SUFFICIENCY RATING: 27.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.89327N DEGREES
(17a,b) LONGITUDE: 85.02540 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: MASONRY
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1937
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 24.9 FT
FT(49) TOTAL BRIDGE LENGTH: 58.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 16.1 FT
(52) BRIDGE OUT TO OUT WIDTH: 24.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 25.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 24.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS ON THE NATIONAL
REGISTER
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-15-44
WEIGHT POSTING (2 AXLE VEHICLES): 10 TONS
WEIGHT POSTING (3 OR MORE AXLES): 10 TONS
(70) BRIDGE POSTING CODE: 4
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 3
(68) DECK GEOMETRY: 3
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 81.4 FT
(94) BRIDGE IMPROVEMENT COST: $426,000.00
(95) ROADWAY IMPROVEMENT COST: $43,000.00
(96) TOTAL PROJECT COST: $640,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/19/2020
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0B017
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.74
BRIDGE ID NUMBER: 180B0170001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: CLAYSVILLE RD.
CROSSING: BEAM CREEK
LOCATION: NORTH OF SR70 SUFFICIENCY RATING: 98.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97508N DEGREES
(17a,b) LONGITUDE: 85.14162 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1986
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 33.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.3 FT
(52) BRIDGE OUT TO OUT WIDTH: 26.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 17.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.4 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1N10
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/1/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0B018
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.39
BRIDGE ID NUMBER: 180B0180001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: OLD HWY. 70
CROSSING: LITTLE FIELDS BRANCH
LOCATION: SOUTH OF SR1 SUFFICIENCY RATING: 88.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.94233N DEGREES
(17a,b) LONGITUDE: 85.10148 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1939
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 23.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 29.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 26.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 16 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 25.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/9/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0B038
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.66
BRIDGE ID NUMBER: 180B0380003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: BUD TANNER RD.
CROSSING: CANEY CREEK
LOCATION: NORTH OF US70 SUFFICIENCY RATING: 96.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99120N DEGREES
(17a,b) LONGITUDE: 85.18077 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1950
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 15.1 FT
FT(49) TOTAL BRIDGE LENGTH: 33.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 20.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 32.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/8/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0B261
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.70
BRIDGE ID NUMBER: 180B2610001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: WESTCHESTER DR.
CROSSING: LAKE OVERFLOW
LOCATION: OVERFLOW LAKE GLASGLOW SUFFICIENCY RATING: 69.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99803N DEGREES
(17a,b) LONGITUDE: 84.82322 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: OTHER
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NONE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1980
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 54.4 FT
FT(49) TOTAL BRIDGE LENGTH: 54.4
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 22.6 FT
(52) BRIDGE OUT TO OUT WIDTH: 24.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 25.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 22.6 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 8
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/1/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0B302
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.40
BRIDGE ID NUMBER: 180B3020001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 18540
ROAD NAME: ST. GEORGE DR.
CROSSING: ST GEORGE LAKE OVERFLOW
LOCATION: IN FAIRFIELD GLADE SUFFICIENCY RATING: 93.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.98392N DEGREES
(17a,b) LONGITUDE: 84.90753 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1980
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 33.1 FT
FT(49) TOTAL BRIDGE LENGTH: 34.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 31.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 14 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 23.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL CITY STREET
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/3/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0B373
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.43
BRIDGE ID NUMBER: 180B3730001
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 18540
ROAD NAME: LAKEVIEW DR.
CROSSING: LAKE CANTERBURY OVERFLOW
LOCATION: IN FAIRFIELD GLADE SUFFICIENCY RATING: 82.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99802N DEGREES
(17a,b) LONGITUDE: 84.91142 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1980
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 33.1 FT
FT(49) TOTAL BRIDGE LENGTH: 34.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 31.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 14 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 23.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL CITY STREET
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 8
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/1/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0C195
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.38
BRIDGE ID NUMBER: 180B0180005
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: OLD HWY. 70
CROSSING: BEAM CREEK
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 71.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.96457N DEGREES
(17a,b) LONGITUDE: 85.14537 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1938
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 25.9 FT
FT(49) TOTAL BRIDGE LENGTH: 57.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 20 FT
(52) BRIDGE OUT TO OUT WIDTH: 23.6 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 27.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 20.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 5
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 57.1 FT
(94) BRIDGE IMPROVEMENT COST: $108,000.00
(95) ROADWAY IMPROVEMENT COST: $11,000.00
(96) TOTAL PROJECT COST: $163,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/9/2018
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: 0C195
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.65
BRIDGE ID NUMBER: 180B0180003
BRIDGE OWNER: CUMBERLAND COUNTY
FIPS CODE: 00000
ROAD NAME: OLD HWY. 70
CROSSING: TANTROUGH CREEK
LOCATION: SOUTH OF US70 SUFFICIENCY RATING: 72.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.95800N DEGREES
(17a,b) LONGITUDE: 85.13750 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1938
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 20.0 FT
FT(49) TOTAL BRIDGE LENGTH: 23.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 20 FT
(52) BRIDGE OUT TO OUT WIDTH: 23.3 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 25.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 20.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: LOCAL RURAL ROAD
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: OTHER OR UNKNOWN
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: U
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 23 FT
(94) BRIDGE IMPROVEMENT COST: $57,000.00
(95) ROADWAY IMPROVEMENT COST: $6,000.00
(96) TOTAL PROJECT COST: $86,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 5/9/2018
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.24
BRIDGE ID NUMBER: 18I00400001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: SR 24
LOCATION: PUTNAM-CUMBERLAND CO.LN. SUFFICIENCY RATING: 50.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.09317N DEGREES
(17a,b) LONGITUDE: 85.23517 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1963
(106) YEAR THE BRIDGE WAS REHABILITATED: 1980
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 74.1 FT
FT(49) TOTAL BRIDGE LENGTH: 304.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 41 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 36.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 49 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 40.7 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 23.16 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 10.5 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 4
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 3
(68) DECK GEOMETRY: 7
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 304.1 FT
(94) BRIDGE IMPROVEMENT COST: $2,040,000.00
(95) ROADWAY IMPROVEMENT COST: $205,000.00
(96) TOTAL PROJECT COST: $3,061,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/29/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.24
BRIDGE ID NUMBER: 18I00400002
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: SR 24
LOCATION: PUTNAM-CUMBERLAND CO.LN. SUFFICIENCY RATING: 83.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.09317N DEGREES
(17a,b) LONGITUDE: 85.23483 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1963
(106) YEAR THE BRIDGE WAS REHABILITATED: 1980
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 75.1 FT
FT(49) TOTAL BRIDGE LENGTH: 309.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 41 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 36.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 49 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 40.7 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 23.59 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 10.5 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 4
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 7
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/29/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.08
BRIDGE ID NUMBER: 18I00400005
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: MEADOW CREEK
LOCATION: 3 MI.S.OF PUTMAN CO. SUFFICIENCY RATING: 79.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.07323N DEGREES
(17a,b) LONGITUDE: 85.19830 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1967
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 4
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 25.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 131.9
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 38.4 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N01
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 25.9 FT
(94) BRIDGE IMPROVEMENT COST: $364,000.00
(95) ROADWAY IMPROVEMENT COST: $37,000.00
(96) TOTAL PROJECT COST: $547,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/14/2019
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 11.49
BRIDGE ID NUMBER: 18I00400014
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: DROWNING CREEK
LOCATION: SOUTH OF PUTMAN COUNTY SUFFICIENCY RATING: 76.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.01570N DEGREES
(17a,b) LONGITUDE: 85.07006 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 1980
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 70.9 FT
FT(49) TOTAL BRIDGE LENGTH: 210.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 42.0
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 48 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 8
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 210 FT
(94) BRIDGE IMPROVEMENT COST: $1,426,000.00
(95) ROADWAY IMPROVEMENT COST: $143,000.00
(96) TOTAL PROJECT COST: $2,140,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/28/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 11.54
BRIDGE ID NUMBER: 18I00400013
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: DROWNING CREEK
LOCATION: SOUTH OF PUTNAM COUNTY SUFFICIENCY RATING: 91.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.00883N DEGREES
(17a,b) LONGITUDE: 85.06850 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 1980
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 67.9 FT
FT(49) TOTAL BRIDGE LENGTH: 201.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 42.0
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 48 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 8
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/24/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 11.61
BRIDGE ID NUMBER: 18I00400015
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: NFA 1170 (CRESTON RD)
LOCATION: IN OAK HILL SUFFICIENCY RATING: 91.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.01333N DEGREES
(17a,b) LONGITUDE: 85.07000 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 1980
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 44.9 FT
FT(49) TOTAL BRIDGE LENGTH: 110.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 42.0
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 19.32 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 9.51 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 8
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 100N
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/28/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 11.61
BRIDGE ID NUMBER: 18I00400016
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: NFA 1170 (CRESTON RD)
LOCATION: IN OAK HILL SUFFICIENCY RATING: 89.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.00883N DEGREES
(17a,b) LONGITUDE: 85.07000 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 1980
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 42.0 FT
FT(49) TOTAL BRIDGE LENGTH: 105.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 42.0
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 38.1 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.77 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 8.2 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 8
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 100N
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/28/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 13.54
BRIDGE ID NUMBER: 18I00400021
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: OBED RIVER
LOCATION: .1 MI FROM SR28 SUFFICIENCY RATING: 92.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99833N DEGREES
(17a,b) LONGITUDE: 85.04167 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 2000
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 3
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 124.0 FT
FT(49) TOTAL BRIDGE LENGTH: 319.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 47.6 FT
(52) BRIDGE OUT TO OUT WIDTH: 51.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 47.6
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 47.6 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/21/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 13.54
BRIDGE ID NUMBER: 18I00400022
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: OBED RIVER
LOCATION: .1 MI FROM SR28 SUFFICIENCY RATING: 95.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99815N DEGREES
(17a,b) LONGITUDE: 85.04025 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 2000
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 124.0 FT
FT(49) TOTAL BRIDGE LENGTH: 319.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 39.7 FT
(52) BRIDGE OUT TO OUT WIDTH: 41.7 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 40.0
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 39.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 8
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1101
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/21/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 22.38
BRIDGE ID NUMBER: 18I00400031
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: DADDYS CREEK & NFA A244
LOCATION: 1.8 MI FROM SR1 SUFFICIENCY RATING: 79.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.92572N DEGREES
(17a,b) LONGITUDE: 84.91492 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 1999
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY-WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 127.0 FT
FT(49) TOTAL BRIDGE LENGTH: 331.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 39.7 FT
(52) BRIDGE OUT TO OUT WIDTH: 41.7 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 39.7 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 25.1 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 7.87 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 331 FT
(94) BRIDGE IMPROVEMENT COST: $2,524,000.00
(95) ROADWAY IMPROVEMENT COST: $253,000.00
(96) TOTAL PROJECT COST: $3,787,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2020
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): 05/2019
(92c) SPECIAL INSP FREQUENCY (MONTHS): Y12
(90) DATE OF LAST REGULAR INSPECTION: 10/22/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 22.38
BRIDGE ID NUMBER: 18I00400032
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: DADDYS CREEK & NFA A244
LOCATION: 1.8 MI FROM SR1 SUFFICIENCY RATING: 79.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.92538N DEGREES
(17a,b) LONGITUDE: 84.91380 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 1999
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY-WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 108.9 FT
FT(49) TOTAL BRIDGE LENGTH: 331.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 39.7 FT
(52) BRIDGE OUT TO OUT WIDTH: 41.7 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 39.7 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.4 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 12.14 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: 7
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 331 FT
(94) BRIDGE IMPROVEMENT COST: $2,412,000.00
(95) ROADWAY IMPROVEMENT COST: $242,000.00
(96) TOTAL PROJECT COST: $3,619,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2020
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/22/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 23.92
BRIDGE ID NUMBER: 18I00400033
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: NFA A244
LOCATION: .1MI FROM SR1 SUFFICIENCY RATING: 95.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91167N DEGREES
(17a,b) LONGITUDE: 84.89333 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1967
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 49.9 FT
FT(49) TOTAL BRIDGE LENGTH: 198.2
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 38.1 FT
(52) BRIDGE OUT TO OUT WIDTH: 42 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 33 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 37.7 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 15.91 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 7.87 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1011
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/10/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 23.92
BRIDGE ID NUMBER: 18I00400034
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: NFA A244
LOCATION: .1 MI FROM SR1 SUFFICIENCY RATING: 93.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91167N DEGREES
(17a,b) LONGITUDE: 84.89333 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 49.9 FT
FT(49) TOTAL BRIDGE LENGTH: 198.2
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 38.1 FT
(52) BRIDGE OUT TO OUT WIDTH: 42 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 33 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 37.7 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 18.41 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 7.55 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: 4
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/10/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 24.15
BRIDGE ID NUMBER: 18I00400036
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: SR 1
LOCATION: 1 MI FROM COX VALLEY DR SUFFICIENCY RATING: 95.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91000N DEGREES
(17a,b) LONGITUDE: 84.89000 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 61.0 FT
FT(49) TOTAL BRIDGE LENGTH: 162.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 38.1 FT
(52) BRIDGE OUT TO OUT WIDTH: 42 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 31 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 37.7 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 18.5 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 12.8 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: 9
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/16/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 24.15
BRIDGE ID NUMBER: 18I00400035
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: SR 1
LOCATION: 1 MI FROM COX VALLEY RD SUFFICIENCY RATING: 49.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91000N DEGREES
(17a,b) LONGITUDE: 84.89000 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 61.0 FT
FT(49) TOTAL BRIDGE LENGTH: 162.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 38.1 FT
(52) BRIDGE OUT TO OUT WIDTH: 42 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 31 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 37.7 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 14.67 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 12.47 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 3
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 3
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 162.1 FT
(94) BRIDGE IMPROVEMENT COST: $1,092,000.00
(95) ROADWAY IMPROVEMENT COST: $110,000.00
(96) TOTAL PROJECT COST: $1,639,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2020
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/16/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 25.83
BRIDGE ID NUMBER: 18I00400040
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: SR 1 & SOU RWY
LOCATION: 29.65 MI POST 334 SUFFICIENCY RATING: 85.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.90188N DEGREES
(17a,b) LONGITUDE: 84.86173 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1967
(106) YEAR THE BRIDGE WAS REHABILITATED: 1991
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY-RAILROAD
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 107.9 FT
FT(49) TOTAL BRIDGE LENGTH: 445.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 59 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 23.16 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 11.15 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 8
(69) UNDERCLEARANCE RATING: 7
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/15/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 25.86
BRIDGE ID NUMBER: 18I00400039
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: SR 1 & SOU RWY
LOCATION: 29.65 MI POST 334 SUFFICIENCY RATING: 87.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.90153N DEGREES
(17a,b) LONGITUDE: 84.86165 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1967
(106) YEAR THE BRIDGE WAS REHABILITATED: 1991
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY-RAILROAD
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 107.9 FT
FT(49) TOTAL BRIDGE LENGTH: 449.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 59 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 22.41 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 11.48 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 8
(69) UNDERCLEARANCE RATING: 7
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/15/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 29.09
BRIDGE ID NUMBER: 18I00400043
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: FALL CREEK
LOCATION: 28.66 MI POST 333 SUFFICIENCY RATING: 67.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.88367N DEGREES
(17a,b) LONGITUDE: 84.80783 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 4
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 22.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 111.9
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 37.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 5
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 4
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 22 FT
(94) BRIDGE IMPROVEMENT COST: $236,000.00
(95) ROADWAY IMPROVEMENT COST: $24,000.00
(96) TOTAL PROJECT COST: $355,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/21/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 29.19
BRIDGE ID NUMBER: 18I00400046
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: NFA A212
LOCATION: .19 MI FROM SR1 SUFFICIENCY RATING: 83.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.88450N DEGREES
(17a,b) LONGITUDE: 84.81128 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: UNKNOWN
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1967
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 39.0 FT
FT(49) TOTAL BRIDGE LENGTH: 96.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 36.4 FT
(52) BRIDGE OUT TO OUT WIDTH: 40.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 6 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 36.1 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 17.59 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 10.17 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/3/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 29.19
BRIDGE ID NUMBER: 18I00400045
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: NFA A212
LOCATION: .19 MI FROM SR1 SUFFICIENCY RATING: 72.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.88429N DEGREES
(17a,b) LONGITUDE: 84.81118 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: UNKNOWN
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1967
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 2
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 42.0 FT
FT(49) TOTAL BRIDGE LENGTH: 106.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 36.4 FT
(52) BRIDGE OUT TO OUT WIDTH: 40.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 6 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 36.1 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 21.33 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 9.51 FT
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 106 FT
(94) BRIDGE IMPROVEMENT COST: $703,000.00
(95) ROADWAY IMPROVEMENT COST: $71,000.00
(96) TOTAL PROJECT COST: $1,055,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/3/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 30.32
BRIDGE ID NUMBER: 18I00400047
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: MILLSTONE CREEK
LOCATION: 3 MI FROM SR1 SUFFICIENCY RATING: 68.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.89017N DEGREES
(17a,b) LONGITUDE: 84.79117 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 4
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 23.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 36.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 5 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 37.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 5
(62) CULVERT CONDITION (IF APPLICABLE): 5
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N01
(113) SCOUR CONDITION RATING: 4
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 23 FT
(94) BRIDGE IMPROVEMENT COST: $246,000.00
(95) ROADWAY IMPROVEMENT COST: $25,000.00
(96) TOTAL PROJECT COST: $370,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/21/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 34.57
BRIDGE ID NUMBER: 18I00400053
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: PINEY CREEK
LOCATION: 1.8 MI FM ROANE CO. LI SUFFICIENCY RATING: 95.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.89017N DEGREES
(17a,b) LONGITUDE: 84.72317 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1968
(106) YEAR THE BRIDGE WAS REHABILITATED: 1990
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 100.1 FT
FT(49) TOTAL BRIDGE LENGTH: 350.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 8
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/24/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: I0040
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 34.57
BRIDGE ID NUMBER: 18I00400054
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: I-40
CROSSING: PINEY CREEK
LOCATION: 1.8 MI FM ROANE CO. LI SUFFICIENCY RATING: 95.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.89557N DEGREES
(17a,b) LONGITUDE: 84.72700 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: STEEL CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1968
(106) YEAR THE BRIDGE WAS REHABILITATED: 1990
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 105.0 FT
FT(49) TOTAL BRIDGE LENGTH: 370.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL INTERSTATE
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 8
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44 +MOD
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 8
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/23/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 6.35
BRIDGE ID NUMBER: 18SR0010001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: SPARTA HWY.
CROSSING: CANEY FORK RIVER
LOCATION: 1 MI.E. OF PLEASANT HILLL SUFFICIENCY RATING: 76.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97080N DEGREES
(17a,b) LONGITUDE: 85.15586 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1958
(106) YEAR THE BRIDGE WAS REHABILITATED: 2015
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 28.9 FT
FT(49) TOTAL BRIDGE LENGTH: 143.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 35.8 FT
(52) BRIDGE OUT TO OUT WIDTH: 37.1 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 44.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 35.8 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 4
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 175.2 FT
(94) BRIDGE IMPROVEMENT COST: $1,431,000.00
(95) ROADWAY IMPROVEMENT COST: $144,000.00
(96) TOTAL PROJECT COST: $2,147,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2020
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/19/2020
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 7.05
BRIDGE ID NUMBER: 18SR0010003
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: SPARTA HWY.
CROSSING: BEAM CREEK
LOCATION: 2 MI.E. OF PLEASANT HILL SUFFICIENCY RATING: 83.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.96605N DEGREES
(17a,b) LONGITUDE: 85.14462 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2006
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 80.1 FT
FT(49) TOTAL BRIDGE LENGTH: 230.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 44 FT
(52) BRIDGE OUT TO OUT WIDTH: 45.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 44.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 44.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 8
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 6
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/19/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 12.71
BRIDGE ID NUMBER: 18SR0010005
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: SPARTA HWY.
CROSSING: OBED RIVER
LOCATION: .53 MI.E.OF CROSSVILLE SUFFICIENCY RATING: 46.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.96018N DEGREES
(17a,b) LONGITUDE: 85.05126 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 7
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: PREFORMED FABRIC
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1959
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 28.9 FT
FT(49) TOTAL BRIDGE LENGTH: 200.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 40.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 27.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 234.3 FT
(94) BRIDGE IMPROVEMENT COST: $1,880,000.00
(95) ROADWAY IMPROVEMENT COST: $189,000.00
(96) TOTAL PROJECT COST: $2,821,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/25/2020
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 21.95
BRIDGE ID NUMBER: 18SR0010007
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-70 E.
CROSSING: DADDYS CREEK
LOCATION: 12 MI. NW.OF ROANE CO. SUFFICIENCY RATING: 97.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91917N DEGREES
(17a,b) LONGITUDE: 84.91957 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2013
(106) YEAR THE BRIDGE WAS REHABILITATED: #Error
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 94.2 FT
FT(49) TOTAL BRIDGE LENGTH: 282.2
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 44 FT
(52) BRIDGE OUT TO OUT WIDTH: 45.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 42.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 44.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HL-93
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 7
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/19/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 27.29
BRIDGE ID NUMBER: 18SR0010009
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-70 E.
CROSSING: RENFROE CREEK
LOCATION: 7 MI. NW. OF ROANE CO. SUFFICIENCY RATING: 78.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.88753N DEGREES
(17a,b) LONGITUDE: 84.84033 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1929
(106) YEAR THE BRIDGE WAS REHABILITATED: 1959
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 36.1 FT
FT(49) TOTAL BRIDGE LENGTH: 69.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 42.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 55 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 27.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0101
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 69.9 FT
(94) BRIDGE IMPROVEMENT COST: $380,000.00
(95) ROADWAY IMPROVEMENT COST: $39,000.00
(96) TOTAL PROJECT COST: $571,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/3/2020
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 29.36
BRIDGE ID NUMBER: 18SR0010011
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-70 E.
CROSSING: FALL CREEK
LOCATION: 5 MI.NW. OF ROANE CO. SUFFICIENCY RATING: 46.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.88185N DEGREES
(17a,b) LONGITUDE: 84.80983 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1926
(106) YEAR THE BRIDGE WAS REHABILITATED: 1954
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 43.0 FT
FT(49) TOTAL BRIDGE LENGTH: 87.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 34.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 27.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 4
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 87.9 FT
(94) BRIDGE IMPROVEMENT COST: $475,000.00
(95) ROADWAY IMPROVEMENT COST: $48,000.00
(96) TOTAL PROJECT COST: $713,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2020
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/3/2020
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 30.86
BRIDGE ID NUMBER: 18SR0010013
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-70 E.
CROSSING: MAMMYS CREEK
LOCATION: 3.37 MI.NWO OF ROANE CO. SUFFICIENCY RATING: 88.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.87493N DEGREES
(17a,b) LONGITUDE: 84.78858 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1928
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 40.0 FT
FT(49) TOTAL BRIDGE LENGTH: 42.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 34.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 29.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N01
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/3/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 32.13
BRIDGE ID NUMBER: 18SR0010015
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-70 E.
CROSSING: KING CREEK
LOCATION: 2 MI.NW. OF ROANE CO. SUFFICIENCY RATING: 84.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.86880N DEGREES
(17a,b) LONGITUDE: 84.77004 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1928
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 25.9 FT
FT(49) TOTAL BRIDGE LENGTH: 32.2
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 32.2
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 29.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 6
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 3
(36) TRAFFIC SAFETY FEATURES: 0N01
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/25/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR001
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 34.19
BRIDGE ID NUMBER: 18SR0010017
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-70 E.
CROSSING: PINEY CREEK
LOCATION: CUMBERLAND-ROANE CO.LINE SUFFICIENCY RATING: 92.6
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.85267N DEGREES
(17a,b) LONGITUDE: 84.73667 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: CONCRETE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 6
(107) TYPE OF DECK: CONCRETE PRECAST PANELS
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: PREFORMED FABRIC
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1930
(106) YEAR THE BRIDGE WAS REHABILITATED: 1978
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 178.1 FT
FT(49) TOTAL BRIDGE LENGTH: 350.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 32.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 36.1 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 33.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 34.1 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/27/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR024
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 14.08
BRIDGE ID NUMBER: 18SR0240001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-70 N.
CROSSING: MEADOW CREEK
LOCATION: 1.3 MI.NW.OF CROSSVILLE SUFFICIENCY RATING: 81.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.98789N DEGREES
(17a,b) LONGITUDE: 85.06435 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1997
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 80.1 FT
FT(49) TOTAL BRIDGE LENGTH: 140.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 40 FT
(52) BRIDGE OUT TO OUT WIDTH: 42 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 36.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 39.7 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/27/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR024
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 15.37
BRIDGE ID NUMBER: 18SR0240003
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: WEST AVE.
CROSSING: OBED RIVER
LOCATION: IN CROSSVILLE CITY LIMITS SUFFICIENCY RATING: 35.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97452N DEGREES
(17a,b) LONGITUDE: 85.04853 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: PREFORMED FABRIC
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1929
(106) YEAR THE BRIDGE WAS REHABILITATED: 1954
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 41.0 FT
FT(49) TOTAL BRIDGE LENGTH: 149.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 34.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 28.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 182.7 FT
(94) BRIDGE IMPROVEMENT COST: $1,532,000.00
(95) ROADWAY IMPROVEMENT COST: $154,000.00
(96) TOTAL PROJECT COST: $2,299,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 2/27/2020
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.73
BRIDGE ID NUMBER: 18SR0280001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-127 S.
CROSSING: DADDYS CREEK
LOCATION: 2 MI.N. OF BLEDSOE CO. SUFFICIENCY RATING: 57.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.80664N DEGREES
(17a,b) LONGITUDE: 85.02092 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1958
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 28.9 FT
FT(49) TOTAL BRIDGE LENGTH: 86.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 33.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 28.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL EXPRESSWAY
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 86 FT
(94) BRIDGE IMPROVEMENT COST: $172,000.00
(95) ROADWAY IMPROVEMENT COST: $18,000.00
(96) TOTAL PROJECT COST: $259,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/16/2020
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.99
BRIDGE ID NUMBER: 18SR0280003
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-127 S.
CROSSING: LICK CREEK
LOCATION: 3 MI.N.OF BLEDSOE CO. SUFFICIENCY RATING: 64.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.81043N DEGREES
(17a,b) LONGITUDE: 85.02041 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: PREFORMED FABRIC
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1958
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 28.9 FT
FT(49) TOTAL BRIDGE LENGTH: 86.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 34.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 28.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL EXPRESSWAY
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 86 FT
(94) BRIDGE IMPROVEMENT COST: $172,000.00
(95) ROADWAY IMPROVEMENT COST: $18,000.00
(96) TOTAL PROJECT COST: $259,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/16/2020
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 5.86
BRIDGE ID NUMBER: 18SR0280005
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-127 S.
CROSSING: BASSES CREEK
LOCATION: 6 MI.N.OF BLEDSOE CO. SUFFICIENCY RATING: 82.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.85131N DEGREES
(17a,b) LONGITUDE: 85.01279 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1997
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 127.0 FT
FT(49) TOTAL BRIDGE LENGTH: 228.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 44 FT
(52) BRIDGE OUT TO OUT WIDTH: 45.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 40.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 44.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL EXPRESSWAY
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 7
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/19/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 10.69
BRIDGE ID NUMBER: 18SR0280007
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-127 S.
CROSSING: BYRDS CREEK
LOCATION: 2 MI.SOUTH OF CROSSVILLE SUFFICIENCY RATING: 32.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91204N DEGREES
(17a,b) LONGITUDE: 84.99214 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: CONCRETE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 2
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1961
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 37.1 FT
FT(49) TOTAL BRIDGE LENGTH: 150.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 40.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 28.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL EXPRESSWAY
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 4
(59) SUPERSTRUCTURE: 4
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 183.7 FT
(94) BRIDGE IMPROVEMENT COST: $1,526,000.00
(95) ROADWAY IMPROVEMENT COST: $153,000.00
(96) TOTAL PROJECT COST: $2,290,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/15/2018
(75) TYPE OF WORK: BRIDGE REPLACEMENT
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 11.09
BRIDGE ID NUMBER: 18SR0280009
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: US-127 S.
CROSSING: THREE MILE CREEK
LOCATION: 1 MI.SOUTH OF CROSSVILLE SUFFICIENCY RATING: 36.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.91694N DEGREES
(17a,b) LONGITUDE: 84.99563 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1962
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 46.9 FT
FT(49) TOTAL BRIDGE LENGTH: 117.1
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 40.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 27.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL EXPRESSWAY
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 4
(59) SUPERSTRUCTURE: 4
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 7
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 117.1 FT
(94) BRIDGE IMPROVEMENT COST: $318,000.00
(95) ROADWAY IMPROVEMENT COST: $32,000.00
(96) TOTAL PROJECT COST: $478,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/4/2020
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 15.96
BRIDGE ID NUMBER: 18SR0280011
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: N. MAIN ST.
CROSSING: LITTLE OBED RIVER
LOCATION: IN CROSSVILLE SUFFICIENCY RATING: 97.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97611N DEGREES
(17a,b) LONGITUDE: 85.03825 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1973
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 59.1 FT
FT(49) TOTAL BRIDGE LENGTH: 175.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 40.4 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 40.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 7
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/16/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 15.96
BRIDGE ID NUMBER: 18SR0280012
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: N. MAIN ST.
CROSSING: LITTLE OBED RIVER
LOCATION: 1.5 MI FM WAKLER HILL CIR SUFFICIENCY RATING: 97.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97605N DEGREES
(17a,b) LONGITUDE: 85.03851 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1973
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 59.1 FT
FT(49) TOTAL BRIDGE LENGTH: 175.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 40.4 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 40.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 7
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/14/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 17.50
BRIDGE ID NUMBER: 18SR0280013
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: N. MAIN ST.
CROSSING: OBED RIVER
LOCATION: 1.52 MI.N.OF CROSSVILLE SUFFICIENCY RATING: 99.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99690N DEGREES
(17a,b) LONGITUDE: 85.04457 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1972
(106) YEAR THE BRIDGE WAS REHABILITATED: 2014
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 76.1 FT
FT(49) TOTAL BRIDGE LENGTH: 292.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42.7 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
(101) PARALLEL BRIDGE: RIGHT LANE BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1101
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/20/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 17.50
BRIDGE ID NUMBER: 18SR0280014
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: N. MAIN ST.
CROSSING: OBED RIVER
LOCATION: 1.52 MI.N.OF CROSSVILLE SUFFICIENCY RATING: 99.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.99677N DEGREES
(17a,b) LONGITUDE: 85.04480 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1972
(106) YEAR THE BRIDGE WAS REHABILITATED: 2014
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 76.1 FT
FT(49) TOTAL BRIDGE LENGTH: 292.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 42.7 FT
(52) BRIDGE OUT TO OUT WIDTH: 44 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 42.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
(101) PARALLEL BRIDGE: LEFT LANE BRIDGE
(102) TRAFFIC DIR: 1-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1101
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/11/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 17.77
BRIDGE ID NUMBER: 18I00400017
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: N. MAIN ST.
CROSSING: I40
LOCATION: 1.80 MI.N.OF CROSSVILLE SUFFICIENCY RATING: 79.0
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.00000N DEGREES
(17a,b) LONGITUDE: 85.04667 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1966
(106) YEAR THE BRIDGE WAS REHABILITATED: 1985
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 5
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 81.0 FT
FT(49) TOTAL BRIDGE LENGTH: 273.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 84 FT
(52) BRIDGE OUT TO OUT WIDTH: 86 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 84.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 29 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 84.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 17.42 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 9.19 FT
(56) MIN HORZ UNDERCLR ON LEFT: 14.11 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN PRINCIPAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: 3
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 273.9 FT
(94) BRIDGE IMPROVEMENT COST: $3,281,000.00
(95) ROADWAY IMPROVEMENT COST: $329,000.00
(96) TOTAL PROJECT COST: $4,922,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/28/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 25.44
BRIDGE ID NUMBER: 18SR0280015
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: N. MAIN ST.
CROSSING: LICK FORK CREEK
LOCATION: 5 MI.S.OF FENTRESS CO. SUFFICIENCY RATING: 71.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.10578N DEGREES
(17a,b) LONGITUDE: 85.06739 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 1
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1952
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 24.0 FT
FT(49) TOTAL BRIDGE LENGTH: 27.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 26.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 30.8 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL EXPRESSWAY
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 5
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N00
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 27.9 FT
(94) BRIDGE IMPROVEMENT COST: $202,000.00
(95) ROADWAY IMPROVEMENT COST: $21,000.00
(96) TOTAL PROJECT COST: $304,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/16/2020
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR028
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 30.50
BRIDGE ID NUMBER: 18SR0280017
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: N. MAIN ST.
CROSSING: CLEAR CREEK
LOCATION: .3 MI.S.OF FENTRESS CO. SUFFICIENCY RATING: 40.5
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.17009N DEGREES
(17a,b) LONGITUDE: 85.02806 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 6
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1952
(106) YEAR THE BRIDGE WAS REHABILITATED: 1995
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 43.0 FT
FT(49) TOTAL BRIDGE LENGTH: 229.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 30.5 FT
(52) BRIDGE OUT TO OUT WIDTH: 32.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 32.2
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 30.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL EXPRESSWAY
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 4
(59) SUPERSTRUCTURE: 4
(60) SUBSTRUCTURE: 4
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 4
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 229 FT
(94) BRIDGE IMPROVEMENT COST: $649,000.00
(95) ROADWAY IMPROVEMENT COST: $65,000.00
(96) TOTAL PROJECT COST: $974,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/22/2018
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR068
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 3.25
BRIDGE ID NUMBER: 18SR0680001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: SR-68
CROSSING: DADDYS CREEK
LOCATION: 3 MI.S. OF HOMESTEAD SUFFICIENCY RATING: 79.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.89036N DEGREES
(17a,b) LONGITUDE: 84.93765 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1997
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 78.1 FT
FT(49) TOTAL BRIDGE LENGTH: 232.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 44 FT
(52) BRIDGE OUT TO OUT WIDTH: 45.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 40.0
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 27 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 44.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 7
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/20/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR068
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 6.99
BRIDGE ID NUMBER: 18SR0680003
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: SR-68
CROSSING: SPRING BRANCH
LOCATION: 7 MI.SE.OF HOMESTEAD SUFFICIENCY RATING: 48.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.84287N DEGREES
(17a,b) LONGITUDE: 84.91797 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1952
(106) YEAR THE BRIDGE WAS REHABILITATED: 1998
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 28.9 FT
FT(49) TOTAL BRIDGE LENGTH: 86.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 30.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 32.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 32.2
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 30.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 3
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 86 FT
(94) BRIDGE IMPROVEMENT COST: $514,000.00
(95) ROADWAY IMPROVEMENT COST: $52,000.00
(96) TOTAL PROJECT COST: $772,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/4/2020
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR068
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 7.13
BRIDGE ID NUMBER: 18SR0680005
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: SR-68
CROSSING: GRASSY COVE CREEK
LOCATION: 4 MI. NORTH OF RHEA CO. SUFFICIENCY RATING: 69.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.83767N DEGREES
(17a,b) LONGITUDE: 84.91733 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1951
(106) YEAR THE BRIDGE WAS REHABILITATED: 1998
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 28.5 FT
FT(49) TOTAL BRIDGE LENGTH: 85.6
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 30.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 32.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.5
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 30.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 3
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 85.6 FT
(94) BRIDGE IMPROVEMENT COST: $202,000.00
(95) ROADWAY IMPROVEMENT COST: $21,000.00
(96) TOTAL PROJECT COST: $304,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/4/2020
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR068
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 7.54
BRIDGE ID NUMBER: 18SR0680007
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: SR-68
CROSSING: GRASSY COVE CREEK
LOCATION: 5.5 MI.N. OF RHEA CO. SUFFICIENCY RATING: 48.2
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.83433N DEGREES
(17a,b) LONGITUDE: 84.90917 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1951
(106) YEAR THE BRIDGE WAS REHABILITATED: 1998
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 28.9 FT
FT(49) TOTAL BRIDGE LENGTH: 86.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 30.2 FT
(52) BRIDGE OUT TO OUT WIDTH: 32.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 29.5
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 30.2 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: 3
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 86 FT
(94) BRIDGE IMPROVEMENT COST: $203,000.00
(95) ROADWAY IMPROVEMENT COST: $21,000.00
(96) TOTAL PROJECT COST: $305,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/4/2020
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR068
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 12.04
BRIDGE ID NUMBER: 18SR0680011
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: SR-68
CROSSING: COAL CREEK
LOCATION: .58 MI. N.OF RHEA CO. SUFFICIENCY RATING: 80.7
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.78500N DEGREES
(17a,b) LONGITUDE: 84.87650 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1979
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 25.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 38.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 40.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N01
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/4/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR068
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 12.55
BRIDGE ID NUMBER: 18SR0680013
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: SR-68
CROSSING: WHITES CREEK
LOCATION: CUMBERLAND-RHEA CO LINE SUFFICIENCY RATING: 97.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.77877N DEGREES
(17a,b) LONGITUDE: 84.88242 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 3
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE PRECAST PANELS
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: PREFORMED FABRIC
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1980
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 90.9 FT
FT(49) TOTAL BRIDGE LENGTH: 254.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 46.6 FT
(52) BRIDGE OUT TO OUT WIDTH: 49.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 44.0
(33) BRIDGE MEDIAN: OPEN MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 48.0 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1001
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/5/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR101
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 5.69
BRIDGE ID NUMBER: 18S42530001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: LANTANA RD.
CROSSING: LAUREL CREEK
LOCATION: 5 MI.NE.OF BLEDSOE CO. SUFFICIENCY RATING: 73.4
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.84021N DEGREES
(17a,b) LONGITUDE: 85.13206 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 5
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1952
(106) YEAR THE BRIDGE WAS REHABILITATED: 1995
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 27.9 FT
FT(49) TOTAL BRIDGE LENGTH: 143.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 26.6 FT
(52) BRIDGE OUT TO OUT WIDTH: 28.5 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 24.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 15 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 26.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 5
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 4
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 6
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 143 FT
(94) BRIDGE IMPROVEMENT COST: $714,000.00
(95) ROADWAY IMPROVEMENT COST: $72,000.00
(96) TOTAL PROJECT COST: $1,072,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2018
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/16/2020
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR101
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 16.29
BRIDGE ID NUMBER: 18I00400027
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: PEAVINE RD.
CROSSING: PEAVINE ROAD OVER I-40
LOCATION: .8 MI.NORTH OF CROSSVILLE SUFFICIENCY RATING: 84.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.96000N DEGREES
(17a,b) LONGITUDE: 84.98333 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2009
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY-PEDESTRIAN
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 5
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 124.0 FT
FT(49) TOTAL BRIDGE LENGTH: 248.0
(50a) LEFT SIDEWALK WIDTH: 5.9 FT
(50b) RIGHT SIDEWALK WIDTH: 5.9
(51) BRIDGE CURB TO CURB WIDTH: 84 FT
(52) BRIDGE OUT TO OUT WIDTH: 96.1 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 80.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 10 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 84.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.99 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 19.68 FT
(56) MIN HORZ UNDERCLR ON LEFT: 27.89 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN MINOR ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HL-93
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/23/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR298
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 1.43
BRIDGE ID NUMBER: 18S42520001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: GENESIS RD.
CROSSING: LITTLE OBED RIVER
LOCATION: 1 MI.NORTH OF SR 28 SUFFICIENCY RATING: 65.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97096N DEGREES
(17a,b) LONGITUDE: 85.01684 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1960
(106) YEAR THE BRIDGE WAS REHABILITATED: 2000
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 5
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 12.1 FT
FT(49) TOTAL BRIDGE LENGTH: 26.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 78.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 78.1 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN MINOR ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 8
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1N11
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/20/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR298
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.23
BRIDGE ID NUMBER: 18I00400023
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 18540
ROAD NAME: GENESIS RD.
CROSSING: I40
LOCATION: .8 MILE N.OF CROSSVILLE SUFFICIENCY RATING: 86.1
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.97617N DEGREES
(17a,b) LONGITUDE: 85.00817 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 2015
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 119.1 FT
FT(49) TOTAL BRIDGE LENGTH: 237.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 84 FT
(52) BRIDGE OUT TO OUT WIDTH: 85 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 36.1
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 8 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 84.0 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 16.5 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 18.37 FT
(56) MIN HORZ UNDERCLR ON LEFT: 19.03 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: URBAN MINOR ARTERIAL
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HL-93
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 9
(69) UNDERCLEARANCE RATING: 6
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 1111
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/23/2019
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR298
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 9.11
BRIDGE ID NUMBER: 18S42520005
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: GENESIS RD.
CROSSING: OBED RIVER
LOCATION: 1 MI.S.OF CATOOSA W.M.A. SUFFICIENCY RATING: 84.3
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.06169N DEGREES
(17a,b) LONGITUDE: 84.96153 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: PRESTRESSED CONCRETE
CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE PRECAST PANELS
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: MONOLITHIC CONCRETE
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: EPOXY COATED REINFORCING
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1997
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 69.9 FT
FT(49) TOTAL BRIDGE LENGTH: 255.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 30.2 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 27.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 27.9 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE IS NOT ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 7
(59) SUPERSTRUCTURE: 7
(60) SUBSTRUCTURE: 7
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 8
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 7
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 1000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): /
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/4/2020
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR298
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 17.35
BRIDGE ID NUMBER: 18S42520009
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: GENESIS RD.
CROSSING: TOMS BRANCH
LOCATION: .8 MI FROM M0RGAN CO LI SUFFICIENCY RATING: 90.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 36.10075N DEGREES
(17a,b) LONGITUDE: 84.86063 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 2
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: NOT APPLICABLE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: NOT APPLICABLE
B) TYPE MEMBRANE: NOT APPLICABLE
C) TYPE PROTECTION: NOT APPLICABLE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1958
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 9.8 FT
FT(49) TOTAL BRIDGE LENGTH: 22.0
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: UNDER FILL
(52) BRIDGE OUT TO OUT WIDTH: UNDER FILL
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 27.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 28.5 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: N
(59) SUPERSTRUCTURE: N
(60) SUBSTRUCTURE: N
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 6
(62) CULVERT CONDITION (IF APPLICABLE): 7
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: OPEN
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: N
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0N01
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: N/A
(94) BRIDGE IMPROVEMENT COST:
(95) ROADWAY IMPROVEMENT COST:
(96) TOTAL PROJECT COST:
(97) YEAR OF IMPROVEMENT COST ESTIMATE:
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/7/2018
(75) TYPE OF WORK: NOT APPLICABLE
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR299
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 2.79
BRIDGE ID NUMBER: 18I00400051
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: WESTEL RD.
CROSSING: I40
LOCATION: 2.4 MILES SOUTH OF SR001 SUFFICIENCY RATING: 60.9
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.89100N DEGREES
(17a,b) LONGITUDE: 84.72617 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: CONCRETE CONTINUOUS
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 4
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: PREFORMED FABRIC
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1967
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: HIGHWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 4
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 84.0 FT
FT(49) TOTAL BRIDGE LENGTH: 282.2
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 27.9 FT
(52) BRIDGE OUT TO OUT WIDTH: 34.4 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 32.2
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 30 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 27.9 FT
(54a) VERT UNDERCLR: HIGHWAY BENEATH BRIDGE
(54b) MIN VERTICAL UNDERCLEARANCE: 18.18 FT
(55a) HORZ UNDERCLR: HIGHWAY BENEATH BRIDGE
(55b) MIN HORZ UNDERCLR ON RIGHT: 11.15 FT
(56) MIN HORZ UNDERCLR ON LEFT: 29.2 FT
NAVIGATION DATA(38) NAV CONTROL: NOT APPLICABLE
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: HISTORICAL SIGNIFICANCE HAS
NOT BEEN DETERMINED
CONDITION RATINGS
(58) DECK: 5
(59) SUPERSTRUCTURE: 5
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: N
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: HS-20-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 5
(68) DECK GEOMETRY: 5
(69) UNDERCLEARANCE RATING: 5
(71) WATERWAY ADEQUACY: N
(72) APPROACH ROADWAY ALIGNMENT: 8
(36) TRAFFIC SAFETY FEATURES: 0001
(113) SCOUR CONDITION RATING: N
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 282.2 FT
(94) BRIDGE IMPROVEMENT COST: $1,541,000.00
(95) ROADWAY IMPROVEMENT COST: $155,000.00
(96) TOTAL PROJECT COST: $2,312,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): N/A
(92b) UNDERWATER INSP FREQUENCY (MONTHS): N
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 10/17/2019
(75) TYPE OF WORK: BRIDGE REHABILITATION
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409
NATIONAL BRIDGE INVENTORY
TENNESSEE INVENTORY AND APPRAISAL REPORT
COUNTY: CUMBERLAND
ROUTE: SR419
SPECIAL CASE: 0
COUNTY SEQUENCE: 1
LOG MILE: 0.41
BRIDGE ID NUMBER: 18011660001
BRIDGE OWNER: STATE OF TENNESSEE
FIPS CODE: 00000
ROAD NAME: PIGEON RIDGE RD.
CROSSING: BYRDS CR & LAKE (CMSP)
LOCATION: IN CUMBERLAND MT STATE PK SUFFICIENCY RATING: 69.8
IDENTIFICATION CLASSIFICATION
(16a,b) LATITUDE: 35.90067N DEGREES
(17a,b) LONGITUDE: 84.99886 DEGREESW
(98a) BORDER BRIDGE STATE CODE: N/A
(98b) PERCENT SHARE: N/A
(99) BORDER BRIDGE NUMBER: NOT APPLICABLE
BRIDGE TYPE AND MATERIAL
(43a) MAIN SPAN MATERIAL: MASONRY
(44a) APPR SPAN MATERIAL: NOT APPLICABLE
(45) NUMBER OF MAIN SPANS: 17
(46) NUMBER OF APPROACH SPANS: 0
(107) TYPE OF DECK: CONCRETE CAST-IN-PLACE
(108) TYPE OF WEARING SURFACE AND DECK PROTECTION:
A) TYPE OF SURFACE: ASPHALT
B) TYPE MEMBRANE: NONE
C) TYPE PROTECTION: NONE
AGE AND SERVICE
(27) YEAR THE BRIDGE WAS BUILT: 1936
(106) YEAR THE BRIDGE WAS REHABILITATED: N/A
(42a) SERVICE ON BRIDGE: HIGHWAY
(42b) UNDER BRIDGE: WATERWAY
(28a) NUMBER OF LANES CARRIED BY BRIDGE: 2
(28b) NUMBER OF LANES UNDER THE BRIDGE: 0
GEOMETRIC DATA
(48) MAXIMUM SPAN LENGTH: 19.0 FT
FT(49) TOTAL BRIDGE LENGTH: 317.9
(50a) LEFT SIDEWALK WIDTH: 0.0 FT
(50b) RIGHT SIDEWALK WIDTH: 0.0
(51) BRIDGE CURB TO CURB WIDTH: 21.7 FT
(52) BRIDGE OUT TO OUT WIDTH: 24.9 FT
FT(32) APPROACH ROADWAY (W/ SHLDS) WIDTH: 25.9
(33) BRIDGE MEDIAN: NO MEDIAN
(34) BRIDGE SKEW: 0 DEGREES
(35) BRIDGE FLARE: NO FLARE
(520) MIN VERTICAL CLEARANCE OVER RD: NO RESTRICTION
(47) MIN HORIZONTAL CLEARANCE ON ROADWAY: 21.1 FT
(54a) VERT UNDERCLR: NOT A HIGHWAY OR RAILROAD
(54b) MIN VERTICAL UNDERCLEARANCE: NOT APPLICABLE
(55a) HORZ UNDERCLR: NOT A HIGHWAY OR RAILROAD
(55b) MIN HORZ UNDERCLR ON RIGHT: NOT APPLICABLE
(56) MIN HORZ UNDERCLR ON LEFT: NOT APPLICABLE
NAVIGATION DATA(38) NAV CONTROL: NO NAVIGATION CONTROL
(39) NAVIGATION VERTICAL CLEARANCE: N/A
(116) LIFT BRIDGE VERT CLEARANCE: N/A
(40) NAVIGATION HORZ CLEARANCE: N/A
(112) MEETS NBIS BRIDGE LENGTH: YES
(104) NATIONAL HIGHWAY SYSTEM: NOT A NHS ROUTE
(26) FUNCTIONAL CLASS: RURAL MAJOR COLLECTOR
(101) PARALLEL BRIDGE: NO PARALLEL BRIDGE
(102) TRAFFIC DIR: 2-WAY TRAFFIC
(103) TEMPORARY BRIDGE: NOT APPLICABLE
(110) NATIONAL TRUCK ROUTE: NOT ON TRUCK NETWORK
(37) HISTORICAL CLASS: BRIDGE MAY BE ELIGIBLE FOR THE
NATIONAL REGISTER
CONDITION RATINGS
(58) DECK: 6
(59) SUPERSTRUCTURE: 6
(60) SUBSTRUCTURE: 6
(61) STREAM CHANNEL AND CHANNEL PROTECTION: 7
(62) CULVERT CONDITION (IF APPLICABLE): N
DESIGN LOAD AND WEIGHT POSTING
(31) DESIGN LOADING: H-15-44
WEIGHT POSTING (2 AXLE VEHICLES): ALL LEGAL LOADS
WEIGHT POSTING (3 OR MORE AXLES): ALL LEGAL LOADS
(70) BRIDGE POSTING CODE: 5
(41) WT POSTING STATUS: WEIGHT POSTED
APPRAISAL
(67) STRUCTURAL EVALUATION: 6
(68) DECK GEOMETRY: 2
(69) UNDERCLEARANCE RATING: N
(71) WATERWAY ADEQUACY: 9
(72) APPROACH ROADWAY ALIGNMENT: 6
(36) TRAFFIC SAFETY FEATURES: 0000
(113) SCOUR CONDITION RATING: 8
RECOMMENDED IMPROVEMENTS
FT
(76) LENGTH OF BRIDGE IMPROVEMENT: 317.9 FT
(94) BRIDGE IMPROVEMENT COST: $708,000.00
(95) ROADWAY IMPROVEMENT COST: $71,000.00
(96) TOTAL PROJECT COST: $1,063,000.00
(97) YEAR OF IMPROVEMENT COST ESTIMATE: 2019
INSPECTION DATES
(91) REGULAR INSPECTION FREQUENCY (MONTHS): 24
(93b) DATE OF LAST UNDERWATER INSP (MO/YR): 08/2019
(92b) UNDERWATER INSP FREQUENCY (MONTHS): Y60
(93c) DATE OF SPECIAL INSPECTION (MO/YR): N/A
(92c) SPECIAL INSP FREQUENCY (MONTHS): N
(90) DATE OF LAST REGULAR INSPECTION: 3/5/2020
(75) TYPE OF WORK: BRIDGE WIDENING (NO DECK REPAIRS
NEEDED)
19-Mar-20
PUBLICATION DATE
PRODUCED PURSUANT TO
PUBLIC RECORDS REQUEST
This document is covered by 23 USC §409
and its production pursuant to a public
document records request does not
waive the provisions of §409