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8/23/2016 2:11:12 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-00-06 11x17_pdf.pltcfg
BRIDGE STANDARDS
CONCRETE SLAB
J30-06 CONTINUOUS
Highway Division
8/23/2016 2:11:14 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-01-06 11x17_pdf.pltcfg
J30-01-06
INDEX FOR J30-06 STANDARDS:
ABUTMENT BACKFILL DETAILS - 15°, 30°, & 45° SKEWS
ABUTMENT BACKFILL DETAILS - 0° SKEWS
WING ARMORING & MACADAM STONE DETAILS
SUBDRAIN DETAILS
OPEN BARRIER RAIL DETAILS
OPEN BARRIER RAIL DETAILS
BARRIER RAIL END SECTION
BARRIER RAIL DETAILS
BARRIER RAIL DETAILS
ABUTMENT DETAILS - STEEL PILING
ABUTMENT DETAILS 45° SKEW - STEEL PILING
ABUTMENT DETAILS 45° SKEW - STEEL PILING
ABUTMENT DETAILS 30° SKEW - STEEL PILING
ABUTMENT DETAILS 15° SKEW - STEEL PILING
ABUTMENT DETAILS 0° SKEW - STEEL PILING
ABUTMENT DETAILS - TIMBER PILING
ABUTMENT DETAILS 45° SKEW - TIMBER PILING
ABUTMENT DETAILS 45° SKEW - TIMBER PILING
ABUTMENT DETAILS 30° SKEW - TIMBER PILING
ABUTMENT DETAILS 30° SKEW - TIMBER PILING
ABUTMENT DETAILS 15° SKEW - TIMBER PILING
ABUTMENT DETAILS 0° SKEW - TIMBER PILING
NON-MONOLITHIC PIER CAP DETAILS ALL BRIDGES
NON-MONOLITHIC PIER CAP DETAILS ALL BRIDGES
MONOLITHIC PIER CAP DETAILS ALL BRIDGES
MONOLITHIC PIER CAP DETAILS ALL BRIDGES
SUPERSTRUCTURE DETAILS ALL BRIDGES
SUPERSTRUCTURE DETAILS ALL BRIDGES
SUPERSTRUCTURE DETAILS ALL BRIDGES
J30-48-06
J30-47-06
J30-46-06
J30-45-06
J30-44-06
J30-43-06
J30-42-06
J30-41-06
J30-40-06
J30-39-06
J30-38-06
J30-37-06
J30-36-06
J30-35-06
J30-34-06
J30-33-06
J30-32-06
J30-31-06
J30-30-06
J30-29-06
J30-28-06
J30-27-06
J30-26-06
J30-25-06
J30-24-06
J30-23-06
J30-22-06
J30-21-06
J30-20-06
J30-19E-06
J30-19B-06
J30-18E-06
J30-18B-06
J30-17E-06
J30-17B-06
J30-16E-06
J30-16B-06
J30-15E-06
J30-15B-06
J30-14E-06
J30-14B-06
J30-13E-06
J30-13B-06
J30-12E-06
J30-12B-06
J30-11E-06
J30-11B-06
J30-10E-06
J30-10B-06
J30-09E-06
J30-09B-06
J30-08E-06
J30-08B-06
J30-07E-06
J30-07B-06
J30-06E-06
J30-06B-06
J30-05E-06
J30-05B-06
J30-04E-06
J30-04B-06
J30-03E-06
J30-03B-06
J30-02E-06
J30-02B-06
J30-01A-06
J30-01-06
INDEX SHEET
06-13
RE
VIS
ED 06-13 -
TH
E
GE
NE
RA
L
NO
TE
S
AN
D
SP
ECIFIC
ATI
ON
S
MO
VE
D
TO
ST
AN
DA
RD
SH
EE
T J30-01
A-06.
SUPERSTRUCTURE DETAILS 150'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 150'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 150'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 150'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 140'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 140'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 140'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 140'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 130'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 130'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 130'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 130'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 120'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 120'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 120'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 120'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 110'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 110'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 110'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 110'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 100'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 100'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 100'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 100'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 90'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 90'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 90'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 90'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 80'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 80'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 80'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 80'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 70'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 70'-0 BRIDGE - NON-EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 70'-0 BRIDGE - EPOXY COATED REINFORCING
SUPERSTRUCTURE DETAILS 70'-0 BRIDGE - NON-EPOXY COATED REINFORCING
GENERAL NOTES
INDEX SHEET
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:11:15 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-01A-06 11x17_pdf.pltcfg
RE
VIS
ED 06-13 -
THIS
ST
AN
DA
RD
RE
NA
ME
D
TO J30-01
A-06. I
ND
EX
SH
EE
T I
NF
OR
MA
TI
ON
ON
ST
AN
DA
RD J30-01-06.
GENERAL NOTES
06-13
J30-01A-06
CONCRETE IN ACCORDANCE WITH LRFD AASHTO SECTION 5, f'c = 3,500 PSI,
STRUCTURAL STEEL IN ACCORDANCE WITH LRFD AASHTO SECTION 6. ASTM A709
CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2012, PLUS
APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL
SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND SPECIAL
PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT.
DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE
WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 3rd Ed, SERIES OF 2004.
REINFORCING STEEL IN ACCORDANCE WITH LRFD AASHTO SECTION 5, GRADE 60.
SPECIFICATIONS:
DESIGN STRESSES:
DESIGN: AASHTO LRFD, SERIES OF 2004 WITH INTERIM 2005.
DESIGN BASED ON PRE 2005 LRFD INTERMS.
CONTROL OF CRACKING BY DISTRIBUTION OF REINFORCEMENT FOR SLAB
SIX FOOT OF APPROACH SLAB DEAD & LIVE LOAD INCLUDED IN ABUTMENT LOADS.
LOAD DISTRIBUTION.
END SPAN LENGTH IS USED TO CALCULATE EQUIVALENT WIDTH IN LIVE
HL-93 LIVE LOAD PLUS 20 LBS. PER SQ. FT. FOR FUTURE WEARING SURFACE.
2n = 18 FOR COMPRESSION STEEL
n = 9 FOR TENSION STEEL
GRADE 36 OR GRADE 50 ( AASHTO M270 GRADE 36 OR GRADE 50`).
GENERAL NOTES:THE J30-06 BRIDGE STANDARDS, IF PROPERLY USED, PROVIDE THE STRUCTURAL PLANS NECESSARY TO
THESE BRIDGES MAY BE BUILT ON A 0°, 15°, 30° OR 45° SKEW. THESE PLANS SHOW THE BRIDGES
SKEWED IN ONE DIRECTION, BUT ALL DIMENSIONS AND DETAILS WOULD BE THE SAME FOR THE
OPPOSITE SKEW.
FOR CLARITY, MOST SECTIONS SHOWN ON THE FOLLOWING SHEETS ARE DRAWN WITH BARRIER RAIL
ONLY. THESE SECTIONS WILL BE IDENTICAL FOR OPEN RAIL DESIGN WITH ANY MODIFICATIONS SHOWN
THESE BRIDGES ARE DESIGNED FOR HL93 LOADING PLUS 20 LBS. PER SQ. FT. OF ROADWAY FOR FUTURE
WEARING SURFACE. CONTROL OF CRACKING BY DISTRIBUTION OF REINFORCEMENT FOR SLAB DESIGN BASED
ON PRE LRFD 2005 INTERIMS.
AND A PROPER JOINT FOR EXPANSION SHALL BE PROVIDED BETWEEN THE BRIDGE AND THE APPROACH PAVING.
THE FLOOR SLAB AS SHOWN INCLUDES •" INTEGRAL WEARING SURFACE.
THE ABUTMENTS FOR THESE BRIDGES ARE BUILT INTEGRAL WITH THE SUPERSTRUCTURE. THEREFORE,
IT IS IMPORTANT THAT A PROPER JOINT FOR EXPANSION BE PROVIDED BETWEEN THE BRIDGE AND
APPROACH PAVING, WHEN APPROACH PAVING IS NEEDED.
THE PIERS AND ABUTMENTS FOR THESE STANDARDS HAVE BEEN DESIGNED FOR THE USE OF BOTH
FRICTION AND POINT BEARING PILES. IT IS NECESSARY THAT THE TYPE AND LENGTH FOR BOTH THE
ABUTMENT AND PIER PILES BE DESIGNATED ON THE FRONT SHEET OF THE PLANS.
ON SHEET J30-43-06 AND J30-44-06.
BELOW THE BOTTOM OF FOOTING. THE PREBORED HOLES SHALL BE IN ACCORDANCE WITH
SECTION 2501.03, Q OF THE STANDARD SPECIFICATIONS. THE ELEVATION OF THE BOTTOM
OF THE PREBORED HOLE SHALL BE SHOWN ON THE PLANS.
ANALYSIS WILL BE REQUIRED. WHEN PREBORING IS NOT REQUIRED FOR THE ABUTMENT
FOOTING AND ROCK IS ENCOUNTERED LESS THAN 10 FOOT BELOW THE BOTTOM OF
ABUTMENT FOOTING, A SPECIAL ANALYSIS WILL BE REQUIRED.
(3) IF ROCK IS ENCOUNTERED LESS THAN 5 FOOT BELOW THE PREBORED HOLES, A SPECIAL
(1) THESE BRIDGES ARE NOT TO BE USED WHEN POINT BEARING FOR THE ABUTMENT STEEL
`DRIVEN THROUGH OVERSIZED HOLES PREBORED TO A MINIMUM OF 10 FEET BELOW THE
(2) FOR THE 140 FOOT AND 150 FOOT LONG BRIDGES THE ABUTMENT PILING ARE TO BE
BOTTOM OF FOOTING.
PILING WOULD BE OBTAINED ON ROCK AT A DISTANCE LESS THAN 15 FEET FROM THE
THE ABUTMENT DESIGN UTILIZED ON THESE BRIDGES RESTRICTS THEIR USE IN THE FOLLOWING
MANNER:
CONSTRUCT THREE SPAN 30' ROADWAY CONTINUOUS CONCRETE SLAB BRIDGES WITH LENGTHS OF
70'-0, 80'-0, 90'-0, 100'-0, 110'-0, 120'-0, 130'-0, 140'-0 AND 150'-0.
10. LIGHTING LAYOUT IF NEEDED
`9. CONDUIT LAYOUT
`8. SLOPE PROTECTION LAYOUT IF NEEDED
`7. PILING DESIGN INFORMATION
`6. BOTTOM OF PIER CAP ELEVATIONS
`5. BOTTOM OF ABUTMENT FOOTING ELEVATIONS
`4. TOP OF SLAB ELEVATIONS LAYOUT
`3. SITUATION PLAN LAYOUT OF BRIDGE
`2. ESTIMATED QUANTITIES TOTALS INCLUDING CLASS 20 EXCAVATION FOR BRIDGE
`1. TITLE SHEET WITH ENGINEERS SEAL
FOR SECONDARY ROUTES THE ENGINEER MAY NOT REQUIRE ALL SHEETS TO BE PROVIDED:
HOWEVER, THE FOLLOWING ADDITIONAL INFORMATION IS REQUIRED FOR USE ON PRIMARY ROUTES.
THESE STANDARDS GIVE MOST OF THE INFORMATION NECESSARY TO BUILD THESE BRIDGES.
NOTE THAT WHEN APPROACH PAVEMENT IS TO BE PLACED, THE TEMPORARY PAVING BLOCKS SHALL BE REMOVED
THESE STANDARDS CAN BE USED FOR BRIDGES WITH OR WITHOUT EPOXY COATED REINFORCING.
REINFORCING BAR LAP LENGTHS ARE BASED ON THE USE OF EPOXY COATED REINFORCING, BUT
NEED NOT BE MODIFIED IF NON-COATED BARS ARE TO BE USED. THE DESIGNER SHALL SPECIFY
THE APPROPRIATE BID ITEM NO. FOR THE EPOXY COATED OR NON-EPOXY COATED REINFORCING.
THESE BRIDGE PLANS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION
(`5a1 IS † INCH DIAMETER BAR`). ENGLISH REINFORCING STEEL RECEIVED IN
THE FIELD MAY DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR
DESIGNATION" IS THE STAMPED IMPRESSION ON THE REINFORCING BARS, AND
IS EQUIVALENT TO THE BAR DIAMETER IN MILLIMETERS.
ENGLISH SIZE 3 4 5 6 `7 8 9 `10 11
BAR DESIGNATION 10 13 16 19 22 25 29 32 36
IT IS RECOMMENDED THAT THE EPOXY COATED REINFORCING OPTION BE USED IF IT IS ANTICIPATED
THAT THE BRIDGE DECK AND/OR THE BRIDGE APPROACHES WILL BE CHEMICALLY TREATED FOR THE
REMOVAL OF ICE OR SNOW.
IF EPOXY COATED BARS ARE USED IN THE DECK, THEN ALL BARS USED IN THE ABUTMENT (FOOTING
AND BACKWALL), CAP, AND BARRIER RAILS SHALL BE EPOXY COATED.
FOR PIERS SUBJECT TO SCOUR THE DESIGN BEARING SHALL BE OBTAINED BELOW SCOUR ELEVATION.
SCOUR ELEVATION SHALL BE SHOWN ON THE FRONT SHEET.
KEYWAY DIMENSIONS SHOWN ON THE PLANS ARE BASED ON NOMINAL DIMENSIONS UNLESS STATED
OTHERWISE. IN ADDITION, THE BEVEL USED ON THE KEYWAY SHALL BE LIMITED TO A MAXIMUM OF
10 DEGREES FROM VERTICAL.
THE IOWA DEPARTMENT OF TRANSPORTATION, OFFICE OF BRIDGES AND STRUCTURES WEB SITE.
FOR MORE INFORMATION ON SRL-1, SEE THE BRIDGE DESIGN MANUAL, LOCATED ON
STRUCTURAL RESISTANCE LEVEL-1 (SRL-1) REPLACES THE 50 TON STEEL PILE DESIGNATION.
OFFICE OF BRIDGES AND STRUCTURES WEB SITE: HTTP://WWW.IOWADOT.GOV/BRIDGE/INDEX.HTM.
AS WELL AS THE BRIDGE DESIGN MANUAL AND DESIGN EXAMPLES, ARE AVAILABLE ON THE
CADD NOTES E177, E718, E719, E818, AND E819 ARE APPROPRIATE FOR THAT PURPOSE. THE NOTES,
AND GIVE THAT INFORMATION ON THE FRONT SHEET OF THE PLANS. BRIDGE DESIGN MANUAL
DETERMINE THE CONSTRUCTION CONTROL METHOD, CONTRACT LENGTH, AND DRIVING TARGET
IOWA STATE UNIVERSITY RESEARCH, FOR PILE FOUNDATIONS THE DESIGNER WILL NEED TO
BECAUSE THESE BRIDGE STANDARDS HAVE BEEN REVISED FOR LRFD BASED ON 2012-COMPLETED
CONCRETE PILES (P10L), OR STANDARD H-PILES (P10L AND SRL-1)
· PILE BENTS: STANDARD CONCRETE-FILLED STEEL PIPE PILES (P10L), STANDARD PRESTRESSED
ARTICLE 6.2.6.1 STRUCTURAL RESISTANCE LEVEL-1 (SRL-1)
· INTEGRAL ABUTMENTS: TIMBER PILES OR HP10x42 PILES AT BRIDGE DESIGN MANUAL(BDM)
FOR THE USE OF VARIOUS TYPES OF PILE FOOTINGS AS FOLLOWS.
THE INTEGRAL ABUTMENTS AND PILE BENTS FOR THESE J30 STANDARDS HAVE BEEN DESIGNED
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:11:19 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-02B-06 11x17_pdf.pltcfg
1'-
2•
3†
70'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-02B-06
1'-
2•
1'-
2•
1'-
2‡
‰
„
ˆ
„ˆ
= 14'-0
2 SPA. @ 7'-04 SPA. @ 5'-3 = 21'-0
NON-EPOXY COATED REINFORCING
40.08 40.13
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
21'-0 28'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
15'-0 22'-02'-3
19'-6 20'-6 19'-6
15'-0
3'-4
3'-4
LAP TYP.
2'-3 MIN.
7a1
8a4
6b1 8b2
8b5
8a2
7a5
6b6
8a4
7a1
8b3
8b5
6b1
7a6
8a8
8b9
7a7
8b8
7a6
8b8
3'-6
LAP TYP.
3'-11 MIN.
21'-0
3'-3
3'-9
5'-6
8a9
6'-3 5'-6 11'-9
6'-3
8b2
1'-0
3'-9
22'-02'-3
8a2
1'-0
11'-9
8b3
5'-4
LAP TYP.
4'-0 MIN.
6'-0 6'-0 5'-4
8b9
7b4 7b4
7a3
3'-6
LAP TYP.
2'-2 MIN.
17'-0 21'-63'-3
8a8
17'-0
6'-0 6'-0
16'-0
7a3
3 3
8/23/2016 2:11:21 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-02E-06 11x17_pdf.pltcfg
1'-
2•
3†
70'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-02E-06
1'-
2•
1'-
2•
1'-
2‡
‰
„
ˆ
„ˆ
= 14'-0
2 SPA. @ 7'-04 SPA. @ 5'-3 = 21'-0
EPOXY COATED REINFORCING
40.08 40.13
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
21'-0 28'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
15'-9 23'-0
20'-6 22'-0 20'-6
15'-9
4'-0
4'-0
LAP TYP.
2'-8 MIN.
7a1
8a4
6b1 8b2
8b5
8a2
7a5
6b6
8a4
7a1
8b3
8b5
6b1
7a6
8a8
8b9
7a7
8b8
7a6
8b8
3'-6
LAP TYP.
4'-9 MIN.
21'-0
2'-3
3'-0
6'-0
8a9
6'-6 6'-0 12'-3
6'-6
8b2
2'-0
3'-0
23'-0
8a2
2'-0
12'-3
8b3
6'-0
LAP TYP.
4'-9 MIN.
6'-6 6'-6 6'-0
8b9
7b4 7b4
7a3
3'-6
LAP TYP.
3'-2 MIN.
18'-0 23'-62'-3
8a8
18'-0
6'-6 6'-6
16'-6
7a3
3'-0
3'-0
3 3
8/23/2016 2:11:23 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-03B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
70'
70'
70'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-03B-06
NON-EPOXY COATED REINFORCING
5100 5100 5100
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
BENT BAR DETAILS
31,733 32,209
1'-
7•
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
6 6
4
8†
1'-1•
D=2•
D=8
5x15x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
8b9
8b8
6b6
8b5
7b4
8b3
8b2
6b1
8a9
8a8
7a7
7a6
7a5
8a4
7a3
8a2
7a1
10
24
24
40
132
4
8
4
48
72
72
-
18
-
67
-
67
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
6'-11
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
29'-6
39'-6
20'-6
11'-4
22'-2
26'-10
17'-3
8'-9
21'-6
17'-3
25'-4
24'-9
20'-6
19'-9
23'-6
23'-0
15'-3
30
169
167
185
1171
351
638
154
347
640
541
-
1578
-
2295
-
3305
631
844
616
1211
1813
2795
1797
513
230
369
208
405
839
2110
1874
2395
1216
10
24
24
40
132
4
8
4
48
72
72
18
-
-
67
-
67
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
6'-11
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
29'-6
39'-6
20'-6
11'-4
22'-2
26'-10
17'-3
8'-9
21'-6
17'-3
25'-4
24'-9
20'-6
19'-9
23'-6
23'-0
15'-3
30
169
167
185
1171
364
661
154
347
640
550
1631
-
-
2376
-
3422
631
844
616
1211
1813
2795
1797
513
230
369
208
405
839
2110
1874
2395
1216
10
24
24
40
132
4
8
4
60
72
72
18
-
30
54
30
54
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
6'-11
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
29'-6
39'-6
20'-6
11'-4
22'-2
26'-10
17'-3
8'-9
21'-6
17'-3
25'-4
24'-9
20'-6
19'-9
23'-6
23'-0
15'-3
30
169
167
185
1171
405
736
154
433
640
586
1803
-
553
1850
797
2664
631
844
616
1211
1813
2795
1797
513
230
369
208
405
839
2110
1874
2395
1216
10
24
24
40
130
4
8
4
72
72
72
18
-
56
40
56
40
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
6'-11
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
29'-6
39'-6
20'-6
11'-4
22'-2
26'-10
17'-3
8'-9
21'-6
17'-3
25'-4
24'-9
20'-6
19'-9
23'-6
23'-0
15'-3
30
169
167
185
1153
497
901
154
520
640
658
2179
-
1032
1370
1486
1973
631
844
616
1211
1813
2795
1797
513
230
369
208
405
839
2110
1874
2395
1216
31,437 32,980
36,537
131.1
162.0
36,394
131.2
36,833
131.9
162.2
36,690
132.0
37,309
134.8
162.9
37,166
134.9
38,080
140.8
164.5
37,937
141.0
35,047
126.5
162.0
34,904
126.6
35,307
127.1
162.2
35,164
127.3
35,581
129.5
162.9
35,438
129.6
36,008
134.5
164.5
35,865
134.6
5n3
#8 D= 6
#7 D= 5‚
#6 D= 4•
FOR :
7b4, 8b8, AND 8b9
6b1, 8b3,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 5100
36,537
35,047
36,833
35,307
37,309
35,581
38,080
36,008
4957 4957 4957 4957
36,394
34,904
36,690
35,164
37,166
35,438
37,937
35,865
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:11:25 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-03E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
70'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-03E-06
EPOXY COATED REINFORCING
70'
70'
5100 5100 5100
32,327
BENT BAR DETAILS
1'-
7•
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n35x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
8b9
8b8
6b6
8b5
7b4
8b3
8b2
6b1
8a9
8a8
7a7
7a6
7a5
8a4
7a3
8a2
7a1
10
24
24
40
132
4
8
4
48
72
72
-
18
-
67
-
67
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
6'-11
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
30'-0
40'-0
20'-4
12'-6
22'-3
27'-6
18'-3
9'-0
23'-6
18'-3
27'-4
24'-9
22'-0
20'-9
24'-3
25'-0
16'-0
30
169
167
185
1171
351
638
154
347
640
541
-
1578
-
2295
-
3305
641
855
611
1335
1820
2864
1901
528
251
390
224
405
900
2217
1934
2604
1276
10
24
24
40
132
4
8
4
48
72
72
18
-
-
67
-
67
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
6'-11
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
30'-0
40'-0
20'-4
12'-6
22'-3
27'-6
18'-3
9'-0
23'-6
18'-3
27'-4
24'-9
22'-0
20'-9
24'-3
25'-0
16'-0
30
169
167
185
1171
364
661
154
347
640
550
1631
-
-
2376
-
3422
641
855
611
1335
1820
2864
1901
528
251
390
224
405
900
2217
1934
2604
1276
10
24
24
40
132
4
8
4
60
72
72
18
-
30
54
30
54
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
6'-11
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
30'-0
40'-0
20'-4
12'-6
22'-3
27'-6
18'-3
9'-0
23'-6
18'-3
27'-4
24'-9
22'-0
20'-9
24'-3
25'-0
16'-0
30
169
167
185
1171
405
736
154
433
640
586
1803
-
553
1850
797
2664
641
855
611
1335
1820
2864
1901
528
251
390
224
405
900
2217
1934
2604
1276
10
24
24
40
130
4
8
4
72
72
72
18
-
56
40
56
40
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
6'-11
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
30'-0
40'-0
20'-4
12'-6
22'-3
27'-6
18'-3
9'-0
23'-6
18'-3
27'-4
24'-9
22'-0
20'-9
24'-3
25'-0
16'-0
30
169
167
185
1153
497
901
154
520
640
658
2179
-
1032
1370
1486
1973
641
855
611
1335
1820
2864
1901
528
251
390
224
405
900
2217
1934
2604
1276
32,623 33,099 33,870
EPOXY COATED
EPOXY COATED 37,427
131.1
162.0
37,284
131.2
37,723
131.9
162.2
37,580
132.0
38,199
134.8
162.9
38,056
134.9
38,970
140.8
164.5
38,827
141.0
35,937
125.5
162.0
35,794
126.6
36,197
127.1
162.2
36,054
127.3
36,471
129.5
162.9
36,328
129.6
36,898
134.5
164.5
36,755
134.6
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
#8 D= 6
#7 D= 5‚
#6 D= 4•
FOR :
7b4, 8b8, AND 8b9
6b1, 8b3,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 5100
37,427
35,937
37,723
36,197
38,199
36,471
38,970
36,898
4957 4957 4957 4957
37,284 37,580 38,056 38,827
35,794 36,054 36,328 36,755
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:11:27 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-04B-06 11x17_pdf.pltcfg
1'-
3‚
3†
80'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-04B-06
1'-
3†
1'-
3‚
1'-
3‚
„ ‰
ˆ
„
‚
= 15'-6
2 SPA. @ 7'-94 SPA. @ 6'-1• = 24'-6
NON-EPOXY COATED REINFORCING
42.15 42.20
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
24'-6 31'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
17'-0 24'-0 2'-3
22'-0 23'-0 22'-0
17'-0
4'-2
4'-2
LAP TYP.
2'-3 MIN.
8a1
7a4
6b1 9b2
8b5
8a2
7a5
6b6
7a4
8a1
9b3
8b5
6b1
7a6
8a8
8b10
7a77a6
4'-0
24'-6
3'-9
4'-0
6'-6
8a9
6'-6 13'-9
9b2
1'-0
4'-0
24'-02'-3
8a2
1'-0
13'-9
9b3
8b10
8a3
4'-0
LAP TYP.
2'-2 MIN.
19'-6 23'-63'-9
8a8
19'-6
6'-6 6'-6
8a3
16'-9
6b4
4'-910'-9 10'-9
6b4
4'-9
16'-9
6b86b8
LAP TYP.
4'-11 MIN.
4'-2 4'-2
9b9
9b9
9'-6 9'-6
18'-0
LAP TYP.
2'-11 MIN.
3 3
8/23/2016 2:11:29 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-04E-06 11x17_pdf.pltcfg
1'-
3‚
3†
80'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-04E-06
1'-
3†
1'-
3‚
„ ‰
ˆ
„
‚
= 15'-6
2 SPA. @ 7'-94 SPA. @ 6'-1• = 24'-6
EPOXY COATED REINFORCING
1'-
3‚
42.2042.15
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
24'-6 31'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
18'-0 25'-0 3'-3
22'-9 24'-6 22'-9
18'-0
5'-0
5'-0
LAP TYP.
2'-8 MIN.
8a1
7a4
6b1 9b2
8b5
8a2
7a5
6b6
7a4
8a1
9b3
8b5
6b1
7a6
8a8
8b10
7a77a6
4'-0
24'-6
2'-9
3'-3
7'-3
8a9
7'-3 14'-6
9b2
2'-0
3'-3
25'-03'-3
8a2
2'-0
14'-6
9b3
8b10
8a3
4'-0
LAP TYP.
3'-2 MIN.
20'-6 25'-62'-9
8a8
20'-6
7'-0 7'-0
8a3
17'-0
6b4
5'-011'-3 10'-0 10'-0 11'-3
6b4
5'-0
17'-0
6b86b8
LAP TYP.
6'-0 MIN.
5'-0 5'-0
9b9
9b9
18'-6
LAP TYP.
3'-6 MIN.
3 3
8/23/2016 2:11:31 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-05B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
80'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-05B-06
NON-EPOXY COATED REINFORCING
80'
80'
BENT BAR DETAILS
1'-
8‚
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
8b10
9b9
6b8
6b6
8b5
6b4
9b3
9b2
6b1
8a9
8a8
7a7
7a6
7a5
7a4
8a3
8a2
8a1
10
24
24
40
152
4
8
4
48
72
72
-
18
-
77
-
77
8
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-1
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
33'-6
22'-2
25'-9
16'-6
20'-3
7'-3
31'-2
20'-3
19'-3
23'-6
19'-9
27'-4
28'-9
23'-0
22'-3
27'-0
25'-0
17'-3
30
169
167
185
1348
351
638
154
355
640
541
-
1578
-
2637
-
3798
716
603
310
496
2163
436
4133
2686
1128
251
422
224
471
941
1820
2812
2604
1797
10
24
24
40
152
4
8
4
48
72
72
18
-
-
77
-
77
8
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-1
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
33'-6
22'-2
25'-9
16'-6
20'-3
7'-3
31'-2
20'-3
19'-3
23'-6
19'-9
27'-4
28'-9
23'-0
22'-3
27'-0
25'-0
17'-3
30
169
167
185
1348
364
661
154
355
640
550
1631
-
-
2731
-
3933
716
603
310
496
2163
436
4133
2686
1128
251
422
224
471
941
1820
2812
2604
1797
10
24
24
40
152
4
8
4
60
72
72
18
-
30
64
30
64
8
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-1
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
33'-6
22'-2
25'-9
16'-6
20'-3
7'-3
31'-2
20'-3
19'-3
23'-6
19'-9
27'-4
28'-9
23'-0
22'-3
27'-0
25'-0
17'-3
30
169
167
185
1348
405
736
154
444
640
586
1803
-
553
2192
797
3157
716
603
310
496
2163
436
4133
2686
1128
251
422
224
471
941
1820
2812
2604
1797
10
24
24
40
150
4
8
4
72
72
72
18
-
56
50
56
50
8
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-1
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
33'-6
22'-2
25'-9
16'-6
20'-3
7'-3
31'-2
20'-3
19'-3
23'-6
19'-9
27'-4
28'-9
23'-0
22'-3
27'-0
25'-0
17'-3
30
169
167
185
1330
497
901
154
532
640
658
2179
-
1032
1713
1486
2466
716
603
310
496
2163
436
4133
2686
1128
251
422
224
471
941
1820
2812
2604
1797
36,604 36,931 37,379 38,152
42,403
151.8
182.0
42,068
152.0
42,730
152.6
182.2
42,395
152.8
43,178
155.5
182.9
42,843
155.6
43,951
161.5
184.5
43,616
161.6
40,905
147.2
182.0
40,570
147.4.
41,196
147.9
182.2
40,861
148.0
41,439
150.2
182.9
41,104
150.4
41,867
155.1
184.5
41,532
155.3
#9 D= 9
#8 D= 6
#6 D= 4•
FOR :
6b4, 6b8, AND 8b10
6b1, 9b3,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 5799 5799 5799 5799
42,403
40,905
42,730
41,196
43,178
41,439
43,951
41,867
5464 5464 5464 5464
42,068 42,395 42,843 43,616
40,570 40,861 41,104 41,532
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:11:33 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-05E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
80'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-05E-06
EPOXY COATED REINFORCING
80'
80'
37,689
BENT BAR DETAILS
1'-
8‚
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
8b10
9b9
6b8
6b6
8b5
6b4
9b3
9b2
6b1
8a9
8a8
7a7
7a6
7a5
7a4
8a3
8a2
8a1
10
24
24
40
152
4
8
4
48
72
72
-
18
-
77
-
77
8
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-1
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
34'-0
23'-6
25'-6
16'-4
21'-3
7'-6
32'-0
21'-9
19'-6
25'-6
20'-9
29'-4
28'-9
24'-6
23'-0
28'-0
27'-0
18'-3
30
169
167
185
1348
351
638
154
355
640
541
-
1578
-
2637
-
3798
727
640
307
491
2270
451
4244
2885
1143
273
444
240
471
1002
1881
2916
2812
1901
10
24
24
40
152
4
8
4
48
72
72
18
-
-
77
-
77
8
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-1
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
34'-0
23'-6
25'-6
16'-4
21'-3
7'-6
32'-0
21'-9
19'-6
25'-6
20'-9
29'-4
28'-9
24'-6
23'-0
28'-0
27'-0
18'-3
30
169
167
185
1348
364
661
154
355
640
550
1631
-
-
2731
-
3933
727
640
307
491
2270
451
4244
2885
1143
273
444
240
471
1002
1881
2916
2812
1901
10
24
24
40
152
4
8
4
60
72
72
18
-
30
64
30
64
8
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-1
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
34'-0
23'-6
25'-6
16'-4
21'-3
7'-6
32'-0
21'-9
19'-6
25'-6
20'-9
29'-4
28'-9
24'-6
23'-0
28'-0
27'-0
18'-3
30
169
167
185
1348
405
736
154
444
640
586
1803
-
553
2192
797
3157
727
640
307
491
2270
451
4244
2885
1143
273
444
240
471
1002
1881
2916
2812
1901
10
24
24
40
150
4
8
4
72
72
72
18
-
56
50
56
50
8
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-1
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
34'-0
23'-6
25'-6
16'-4
21'-3
7'-6
32'-0
21'-9
19'-6
25'-6
20'-9
29'-4
28'-9
24'-6
23'-0
28'-0
27'-0
18'-3
30
169
167
185
1330
497
901
154
532
640
658
2179
-
1032
1713
1486
2466
727
640
307
491
2270
451
4244
2885
1143
273
444
240
471
1002
1881
2916
2812
1901
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
EPOXY COATED
EPOXY COATED
38,016 38,464 39,237
43,488
151.8
182.0
43,153
152.0
43,815
152.6
182.2
43,480
152.8
44,263
155.5
182.9
43,928
155.6
45,036
161.5
184.5
44,701
161.6
41,990
147.2
182.0
41,655
147.4
42,281
147.8
182.2
41,946
148.0
42,524
150.2
182.9
42,189
150.4
42,952
155.1
184.5
42,617
155.3
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
#9 D= 9
#8 D= 6
#6 D= 4•
FOR :
6b4, 6b8, AND 8b10
6b1, 9b3,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 5799 5799 5799 5799
43,488
41,990
43,815
42,281
44,263
42,524
45,036
42,952
5464 5464 5464 5464
43,153 43,480 43,928 44,701
41,655 41,946 42,189 42,617
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:11:35 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-06B-06 11x17_pdf.pltcfg
1'-
4‚
3†
90'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-06B-06
1'-
4†
1'-
4‚
1'-
4‚
‰ ‚
„
‚
…
4 SPA. @ 6'-10• = 27'-6
= 17'-6
2 SPA. @ 8'-9
NON-EPOXY COATED REINFORCING
44.92 44.97
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
27'-6 35'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
18'-9 26'-92'-3
24'-3
24'-3 27'-0 24'-3
24'-32'-3
26'-9 18'-9
4'-3
4'-3
15'-0
LAP TYP.
2'-3 MIN.
8a1
8a4
8a3
6b1 9b2
9b5
9b3
8a2
8a5
8a2
6b6
8a3
8a4
8a1
9b3
9b5
6b1
8a6
8a8
6b11
8a7
6b10
6b8
8a6
8a8
6b11
6b8
4'-6
LAP TYP.
2'-11 MIN.
27'-6
8'-0
4'-3 7'-6
6'-9 6'-9
7'-6 4'-3
8'-0
4'-0
15'-0
6'-9
4'-0
9b9
8a9
9b9
5'-3
6b4
10'-3
6'-9 14'-6
5'-3
6b4
10'-311'-0 11'-0
9b2
21'-6 19'-0 21'-6
11'-3 11'-3
LAP TYP.
2'-10 MIN.
4'-6
LAP TYP.
2'-11 MIN.
1'-6
1'-6
14'-6
10b12 10b12
3 3
8/23/2016 2:11:37 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-06E-06 11x17_pdf.pltcfg
1'-
4‚
3†
90'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-06E-06
1'-
4†
1'-
4‚
1'-
4‚
‰ ‚
„
‚
…
4 SPA. @ 6'-10• = 27'-6
= 17'-6
2 SPA. @ 8'-9
EPOXY COATED REINFORCING
44.92 44.97
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
27'-6 35'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
19'-9 27'-93'-3
25'-3
25'-3 28'-0 25'-3
25'-33'-3
27'-9 19'-9
5'-0
5'-0
15'-9
LAP TYP.
2'-8 MIN.
8a1
8a4
8a3
6b1 9b2
9b5
9b3
8a2
8a5
8a2
6b6
8a3
8a4
8a1
9b3
9b5
6b1
8a6
8a8
6b11
8a7
6b10
6b8
8a6
8a8
6b11
6b8
4'-6
LAP TYP.
3'-6 MIN.
27'-6
7'-0
5'-0 8'-3
7'-6 7'-6
8'-3 5'-0
7'-0
3'-6
15'-9
7'-6
3'-6
9b9
8a9
9b9
5'-6
6b4
10'-6
7'-6 15'-3
5'-6
6b4
10'-611'-9 11'-9
9b2
22'-6 21'-0 22'-6
12'-0 12'-0
LAP TYP.
4'-2 MIN.
4'-6
15'-3
LAP TYP.
3'-6 MIN.
2'-6
2'-6
10b12 10b12
3 3
8/23/2016 2:11:39 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-07B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
90'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-07B-06
NON-EPOXY COATED REINFORCING
90'
90'
BENT BAR DETAILS
1'-
9‚
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
10b12
6b11
6b10
9b9
6b8
6b6
9b5
6b4
9b3
9b2
6b1
8a9
8a8
8a7
8a6
8a5
8a4
8a3
8a2
8a1
10
24
24
40
172
4
8
4
56
72
72
-
18
-
87
-
87
8
8
4
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-3
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
11'-9
28'-8
18'-4
18'-0
26'-2
17'-6
26'-0
12'-9
34'-3
21'-3
7'-9
19'-0
21'-9
31'-8
32'-3
27'-0
24'-6
26'-6
28'-3
19'-0
30
169
167
185
1525
351
638
154
424
640
541
-
1578
-
2980
-
4291
405
345
111
490
315
526
3536
767
4542
2818
454
203
465
339
689
1442
2617
2760
2942
1979
10
24
24
40
172
4
8
4
56
72
72
18
-
-
87
-
87
8
8
4
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-3
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
11'-9
28'-8
18'-4
18'-0
26'-2
17'-6
26'-0
12'-9
34'-3
21'-3
7'-9
19'-0
21'-9
31'-8
32'-3
27'-0
24'-6
26'-6
28'-3
19'-0
30
169
167
185
1525
364
661
154
424
640
550
1631
-
-
3086
-
4443
405
345
111
490
315
526
3536
767
4542
2818
454
203
465
339
689
1442
2617
2760
2942
1979
10
24
24
40
172
4
8
4
56
72
72
18
-
30
74
30
74
8
8
4
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-3
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
11'-9
28'-8
18'-4
18'-0
26'-2
17'-6
26'-0
12'-9
34'-3
21'-3
7'-9
19'-0
21'-9
31'-8
32'-3
27'-0
24'-6
26'-6
28'-3
19'-0
30
169
167
185
1525
405
736
154
424
640
586
1803
-
553
2535
797
3650
405
345
111
490
315
526
3536
767
4542
2818
454
203
465
339
689
1442
2617
2760
2942
1979
10
24
24
40
170
4
8
4
70
72
72
18
-
56
60
56
60
8
8
4
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-3
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
11'-9
28'-8
18'-4
18'-0
26'-2
17'-6
26'-0
12'-9
34'-3
21'-3
7'-9
19'-0
21'-9
31'-8
32'-3
27'-0
24'-6
26'-6
28'-3
19'-0
30
169
167
185
1508
497
901
154
530
640
658
2179
-
1032
2055
1486
2959
405
345
111
490
315
526
3536
767
4542
2818
454
203
465
339
689
1442
2617
2760
2942
1979
41,418 41,774 42,104 42,895
47,748
176.3
202.0
47,368
176.5
48,104
177.1
202.2
47,724
177.3
48,434
180.0
202.9
48,054
180.1
49,225
185.9
204.5
48,845
186.1
46,181
171.7
202.0
45,801
171.9
46,501
172.4
202.2
46,121
172.5
46,715
174.7
202.9
46,335
174.9
47,143
179.5
204.5
46,763
179.7
#9 D= 9
#6 D= 4•
FOR :
6b4, 6b8, AND 6b11
6b1, 9b3,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 6330 6330 6330 6330
47,748
46,181
48,104
46,501
48,434
46,715
49,225
47,143
5950 5950 5950 5950
47,368 47,724 48,054 48,845
45,801 46,121 46,335 46,763
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:11:41 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-07E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
90'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-07E-06
EPOXY COATED REINFORCING
90'
90'
42,769
BENT BAR DETAILS
1'-
9‚
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
10b12
6b11
6b10
9b9
6b8
6b6
9b5
6b4
9b3
9b2
6b1
8a9
8a8
8a7
8a6
8a5
8a4
8a3
8a2
8a1
10
24
24
40
172
4
8
4
56
72
72
-
18
-
87
-
87
8
8
4
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-3
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
13'-3
28'-6
18'-0
19'-6
26'-0
16'-10
27'-6
13'-0
35'-0
22'-9
8'-0
21'-0
22'-9
34'-4
32'-3
28'-0
25'-6
28'-6
30'-3
20'-0
30
169
167
185
1525
351
638
154
424
640
541
-
1578
-
2980
-
4291
457
343
109
531
313
506
3740
782
4641
3017
469
225
486
367
689
1496
2724
2968
3150
2083
10
24
24
40
172
4
8
4
56
72
72
18
-
-
87
-
87
8
8
4
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-3
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
13'-3
28'-6
18'-0
19'-6
26'-0
16'-10
27'-6
13'-0
35'-0
22'-9
8'-0
21'-0
22'-9
34'-4
32'-3
28'-0
25'-6
28'-6
30'-3
20'-0
30
169
167
185
1525
364
661
154
424
640
550
1631
-
-
3086
-
4443
457
343
109
531
313
506
3740
782
4641
3017
469
225
486
367
689
1496
2724
2968
3150
2083
10
24
24
40
172
4
8
4
56
72
72
18
-
30
74
30
74
8
8
4
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-3
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
13'-3
28'-6
18'-0
19'-6
26'-0
16'-10
27'-6
13'-0
35'-0
22'-9
8'-0
21'-0
22'-9
34'-4
32'-3
28'-0
25'-6
28'-6
30'-3
20'-0
30
169
167
185
1525
405
736
154
424
640
586
1803
-
553
2535
797
3650
457
343
109
531
313
506
3740
782
4641
3017
469
225
486
367
689
1496
2724
2968
3150
2083
10
24
24
40
170
4
8
4
70
72
72
18
-
56
60
56
60
8
8
4
8
8
20
40
40
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-3
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
13'-3
28'-6
18'-0
19'-6
26'-0
16'-10
27'-6
13'-0
35'-0
22'-9
8'-0
21'-0
22'-9
34'-4
32'-3
28'-0
25'-6
28'-6
30'-3
20'-0
30
169
167
185
1508
497
901
154
530
640
658
2179
-
1032
2055
1486
2959
457
343
109
531
313
506
3740
782
4641
3017
469
225
486
367
689
1496
2724
2968
3150
2083
43,125 43,455 44,246
49,099
176.3
202.0
48,719
176.5
49,455
177.1
202.2
49,075
177.3
49,785
180.0
202.9
49,405
180.1
50,576
185.9
204.5
50,196
186.1
47,532
171.7
202.0
47,152
171.9
47,852
172.4
202.2
47,472
172.5
48,066
174.7
202.9
47,686
174.9
48,494
179.5
204.5
48,114
179.7
EPOXY COATED
EPOXY COATED
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
#9 D= 9
#7 D= 5‚
#6 D= 4•
FOR :
6b4, 6b8, AND 6b11
6b1, 9b3,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 6330 6330 6330 6330
49,099
47,532
49,455
47,852
49,785
48,066
50,576
48,494
5950 5950 5950 5950
48,719 49,075 49,405 50,196
47,152 47,472 47,686 48,114
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:11:48 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-08B-06 11x17_pdf.pltcfg
1'-
5•
3†
100'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-08B-06
1'-
5•
1'-
5•
1'-
5‡
‚ Š
„
Š
•
= 19'-6
2 SPA. @ 9'-94 SPA. @ 7'-7• = 30'-6
NON-EPOXY COATED REINFORCING
48.4248.37
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
07-2016
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
30'-6 39'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
21'-0 29'-9 2'-9 26'-9
27'-3 29'-6 27'-3
26'-9 2'-9 29'-9 21'-0
5'-3
16'-920'-3 5'-3
13'-3
LAP TYP.
3'-11 MIN.
LAP TYP.
2'-3 MIN.
8a1
9a4
8a3
6b1
10b2
9b6
7b410b3
8a2
9a5
8a2
6b7
8a3
9a4
8a1
10b37b4
9b6
10b2
6b1
8a6
8a8
6b11
8a7
6b8
8a6
8a8
6b11
6b8
30'-6
9'-3
8'-0 8'-0
9'-3
4'-9
20'-3
13'-3
8'-0
4'-9
9b9
8a9
9b9
4'-3
6b5
11'-08'-0
8'-0 16'-9
8'-0
4'-3
6b5
11'-0
LAP TYP.
2'-10 MIN.
5'-0 5'-0
23'-9 20'-6 23'-9
10'-3 11'-9 10'-3
LAP TYP.
2'-11 MIN.
LAP TYP.
2'-11 MIN.
1'-8
1'-8
6b10
10b12
9'-0
10b12
11'-9
9'-0
3 3
8/23/2016 2:11:50 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-08E-06 11x17_pdf.pltcfg
1'-
5•
3†
100'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-08E-06
1'-
5•
1'-
5•
1'-
5‡
‚ Š
„
Š
•
= 19'-6
2 SPA. @ 9'-94 SPA. @ 7'-7• = 30'-6
EPOXY COATED REINFORCING
48.37 48.42
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
30'-6 39'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
22'-0 30'-9 3'-9 27'-9
28'-6 32'-0 28'-6
27'-9 3'-9 30'-9 22'-0
6'-3
17'-921'-3 6'-3
14'-0
LAP TYP.
4'-9 MIN.
LAP TYP.
2'-8 MIN.
8a1
9a4
8a3
6b1
10b2
9b6
7b4 10b3
8a2
9a5
6b7
8a3
9a4
8a1
10b37b4
9b6
10b2
6b1
8a6
8a8
6b11
8a7
6b106b8
8a6
8a8
6b11
6b8
30'-6
8'-3
9'-0 9'-0
8'-3
3'-6
21'-3
14'-0
9'-0
3'-6
9b9
8a9
9b9
4'-6
6b5
11'-38'-9
9'-0 17'-9
8'-9
4'-6
6b5
11'-3
LAP TYP.
4'-2 MIN.
5'-0 5'-0
24'-9 22'-6 24'-9
10'-0 10'-0
11'-0 12'-6 12'-6 11'-0
LAP TYP.
3'-6 MIN.
LAP TYP.
3'-6 MIN.
2'-9
2'-9
10b12 10b12
3 3
8a2
8/23/2016 2:11:52 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-09B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
100'
100'
100'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-09B-06NON-EPOXY COATED REINFORCING
BENT BAR DETAILS
1'-
10‚
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
10b12
6b11
6b10
9b9
6b8
6b7
9b6
6b5
7b4
10b3
10b2
6b1
8a9
8a8
8a7
8a6
9a5
9a4
8a3
8a2
8a1
10
24
24
40
192
4
8
4
48
72
72
-
18
-
97
-
97
8
8
4
8
8
20
40
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-5
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
17'-0
27'-11
21'-4
22'-0
25'-8
27'-6
21'-3
13'-6
16'-8
25'-6
24'-9
6'-9
20'-6
24'-0
34'-8
35'-9
29'-6
27'-6
29'-6
31'-5
21'-3
30
169
167
185
1703
351
638
154
372
640
541
-
1578
-
3322
-
4784
586
336
129
599
309
827
2890
812
1329
4280
4154
396
219
513
371
764
2006
3740
3072
3272
2213
10
24
24
40
192
4
8
4
48
72
72
18
-
-
97
-
97
8
8
4
8
8
20
40
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-5
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
17'-0
27'-11
21'-4
22'-0
25'-8
27'-6
21'-3
13'-6
16'-8
25'-6
24'-9
6'-9
20'-6
24'-0
34'-8
35'-9
29'-6
27'-6
29'-6
31'-5
21'-3
30
169
167
185
1703
364
661
154
372
640
550
1631
-
-
3440
-
4954
586
336
129
599
309
827
2890
812
1329
4280
4154
396
219
513
371
764
2006
3740
3072
3272
2213
10
24
24
40
192
4
8
4
64
72
72
18
-
30
84
30
84
8
8
4
8
8
20
40
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-5
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
17'-0
27'-11
21'-4
22'-0
25'-8
27'-6
21'-3
13'-6
16'-8
25'-6
24'-9
6'-9
20'-6
24'-0
34'-8
35'-9
29'-6
27'-6
29'-6
31'-5
21'-3
30
169
167
185
1703
405
736
154
496
640
586
1803
-
553
2877
797
4143
586
336
129
599
309
827
2890
812
1329
4280
4154
396
219
513
371
764
2006
3740
3072
3272
2213
10
24
24
40
190
4
8
4
64
72
72
18
-
56
70
56
70
8
8
4
8
8
20
40
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-5
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
17'-0
27'-11
21'-4
22'-0
25'-8
27'-6
21'-3
13'-6
16'-8
25'-6
24'-9
6'-9
20'-6
24'-0
34'-8
35'-9
29'-6
27'-6
29'-6
31'-5
21'-3
30
169
167
185
1685
497
901
154
496
640
658
2179
-
1032
2398
1486
3453
586
336
129
599
309
827
2890
812
1329
4280
4154
396
219
513
371
764
2006
3740
3072
3272
2213
47,451 47,837 48,261 48,947
54,245
205.4
222.0
53,912
205.6
54,631
206.2
222.2
54,298
206.4
55,055
208.9
222.9
54,722
209.1
55,741
214.8
224.5
55,408
215.0
52,730
200.8
222.0
52,397
201.1
53,080
201.4
222.2
52,747
201.6
53,264
203.7
222.9
52,931
203.9
53,693
208.4
224.5
53,360
208.6
#7 D= 5‚
#6 D= 4•
FOR :
6b5, 6b8, AND 6b11
6b1, 7b4,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 6794 6794 6794 6794
54,245
52,730
54,631
53,080
55,055
53,264
55,741
53,693
6461 6461 6461 6461
53,912 54,298 54,722 55,408
52,397 52,747 52,931 53,360
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:11:54 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-09E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
2'-0 3'-9•
100'
100'
100'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-09E-06
EPOXY COATED REINFORCING
REINFORCING STEEL EPOXY COATED
REINFORCING STEEL EPOXY COATED
BENT BAR DETAILS
1'-
10‚
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
10b12
6b11
6b10
9b9
6b8
6b7
9b6
6b5
7b4
10b3
10b2
6b1
8a9
8a8
8a7
8a6
9a5
9a4
8a3
8a2
8a1
10
24
24
40
192
4
8
4
48
72
72
-
18
-
97
-
97
8
8
4
8
8
20
40
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-5
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
19'-0
27'-6
21'-0
23'-6
25'-6
26'-10
22'-9
13'-9
16'-6
27'-6
26'-9
7'-0
22'-6
25'-0
37'-4
35'-9
32'-0
28'-9
31'-6
33'-6
22'-3
30
169
167
185
1703
351
638
154
372
640
541
-
1578
-
3322
-
4784
655
331
127
640
307
807
3094
827
1316
4615
4490
411
241
534
399
764
2176
3910
3281
3489
2317
10
24
24
40
192
4
8
4
48
72
72
18
-
-
97
-
97
8
8
4
8
8
20
40
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-5
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
19'-0
27'-6
21'-0
23'-6
25'-6
26'-10
22'-9
13'-9
16'-6
27'-6
26'-9
7'-0
22'-6
25'-0
37'-4
35'-9
32'-0
28'-9
31'-6
33'-6
22'-3
30
169
167
185
1703
364
661
154
372
640
550
1631
-
-
3440
-
4954
655
331
127
640
307
807
3094
827
1316
4615
4490
411
241
534
399
764
2176
3910
3281
3489
2317
10
24
24
40
192
4
8
4
64
72
72
18
-
30
84
30
84
8
8
4
8
8
20
40
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-5
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
19'-0
27'-6
21'-0
23'-6
25'-6
26'-10
22'-9
13'-9
16'-6
27'-6
26'-9
7'-0
22'-6
25'-0
37'-4
35'-9
32'-0
28'-9
31'-6
33'-6
22'-3
30
169
167
185
1703
405
736
154
496
640
586
1803
-
553
2877
797
4143
655
331
127
640
307
807
3094
827
1316
4615
4490
411
241
534
399
764
2176
3910
3281
3489
2317
10
24
24
40
190
4
8
4
64
72
72
18
-
56
70
56
70
8
8
4
8
8
20
40
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-5
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
19'-0
27'-6
21'-0
23'-6
25'-6
26'-10
22'-9
13'-9
16'-6
27'-6
26'-9
7'-0
22'-6
25'-0
37'-4
35'-9
32'-0
28'-9
31'-6
33'-6
22'-3
30
169
167
185
1685
497
901
154
496
640
658
2179
-
1032
2398
1486
3453
655
331
127
640
307
807
3094
827
1316
4615
4490
411
241
534
399
764
2176
3910
3281
3489
2317
49,365 49,751 50,175 50,861
56,159
205.4
222.0
55,826
205.6
56,545
206.2
222.2
56,212
206.4
56,969
208.9
222.9
56,636
209.1
57,655
214.8
224.5
57,322
215.0
54,994
201.4
222.2
54,661
201.6
55,178
203.7
222.9
54,845
203.9
55,607
208.4
224.5
55,274
208.6
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
54,644
200.8
222.0
54,311
201.0
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
#7 D= 5‚
#6 D= 4•
FOR :
6b5, 6b8, AND 6b11
6b1, 7b4,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 6794 6794 6794 6794
56,159
54,644
56,545
54,994
56,969
55,178
57,655
55,607
6461 6461 6461 6461
55,826 56,212 56,636 57,322
54,311 54,661 54,845 55,274
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:11:56 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-10B-06 11x17_pdf.pltcfg
1'-
6•
3†
110'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-10B-06
1'-
6•
1'-
6•
1'-
6‡
… ‹
‰ ‚
•
= 21'-6
3 SPA. @ 7'-24 SPA. @ 8'-4• = 33'-6
NON-EPOXY COATED REINFORCING
51.14 51.19
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
•
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
33'-6 43'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
23'-0 33'-9 2'-8 29'-6
30'-3 39'-0 30'-3
29'-6 2'-8 33'-9 2-0 23'-0
5'-3
18'-018'-4 5'-3
15'-0
LAP TYP.
3'-11 MIN.
LAP TYP.
2'-3 MIN.
8a1
9a4
8a3
8b1 10b2
10b5
7b410b3
9a2
8a5
9a2
6b6
8a3
9a4
8a1
10b37b4
10b5
10b2 8b1
9a6
8a8
6b11
9a7
6b106b8
9a6
8a8
6b11
6b8LAP TYP.
2'-11 MIN.
33'-6
8'-3 8'-3
2'-0
18'-4
15'-0
18'-0
8'-4
2'-0
10'-0 8'-4
10'-0
8a9
LAP TYP.
3'-7 MIN.
5'-6 5'-6
22'-6 23'-0 22'-6
11'-9 13'-6 13'-6 11'-9
LAP TYP.
2'-11 MIN.
2'-0
9'-6 9'-6
10'-0 10'-0
10b9 10b9
9'-3
10b12
9'-3
10b12
3 3
8/23/2016 2:11:58 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-10E-06 11x17_pdf.pltcfg
1'-
6•
3†
110'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-10E-06
1'-
6•
1'-
6‡
… ‹
‰
•
= 21'-6
3 SPA. @ 7'-24 SPA. @ 8'-4• = 33'-6
EPOXY COATED REINFORCING
1'-
6•
51.1951.14
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
‚
•
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
33'-6 43'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
24'-0 35'-03'-3 3'-9 30'-6
31'-6 41'-0 31'-6
30'-6 3'-9 35'-0 3'-3 24'-0
6'-3
19'-019'-4 6'-3
16'-0 10'-6
LAP TYP.
4'-9 MIN.
LAP TYP.
2'-8 MIN.
10'-6
8a1
9a4
8a3
8b1 10b2
10b5
7b410b3
9a2
8a5
9a2
6b6
8a3
9a4
8a1
10b37b4
10b5
10b2 8b1
9a6
8a8
6b11
9a7
6b106b8
9a6
8a8
6b11
6b8LAP TYP.
3'-6 MIN.
33'-6
9'-6
9'-3 9'-3
9'-6
1'-0
19'-4
16'-0
19'-0
9'-4
1'-0
10'-6 9'-4
10'-6
8a9
LAP TYP.
5'-4 MIN.
5'-6 5'-6
23'-6 24'-0 23'-6
10'-3 10'-3
12'-9 14'-6 14'-6 12'-9
LAP TYP.
3'-6 MIN.
10b9 10b9
10b12 10b12
3 3
8/23/2016 2:12:00 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-11B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
110'
110'
110'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-11B-06
NON-EPOXY COATED REINFORCING
53,556 53,972
BENT BAR DETAILS
1'-
11•
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
10b12
6b11
6b10
10b9
6b8
6b6
10b5
7b4
10b3
10b2
8b1
8a9
8a8
9a7
9a6
8a5
9a4
8a3
9a2
8a1
10
24
24
40
212
4
8
4
54
72
72
-
18
-
107
-
107
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-7
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
17'-6
30'-8
21'-10
25'-3
27'-2
28'-6
24'-6
21'-7
23'-7
26'-4
12'-6
23'-0
22'-9
39'-2
39'-3
39'-0
30'-6
32'-2
35'-9
23'-3
30
169
167
185
1880
351
638
154
428
640
541
-
1578
-
3665
-
5277
603
369
132
870
327
857
4217
1721
3958
4420
1302
246
486
533
1068
2083
4148
3350
4741
2422
10
24
24
40
212
4
8
4
54
72
72
18
-
-
107
-
107
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-7
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
17'-6
30'-8
21'-10
25'-3
27'-2
28'-6
24'-6
21'-7
23'-7
26'-4
12'-6
23'-0
22'-9
39'-2
39'-3
39'-0
30'-6
32'-2
35'-9
23'-3
30
169
167
185
1880
364
661
154
428
640
550
1631
-
-
3795
-
5465
603
369
132
870
327
857
4217
1721
3958
4420
1302
246
486
533
1068
2083
4148
3350
4741
2422
10
24
24
40
212
4
8
4
54
72
72
18
-
30
94
30
94
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-7
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
17'-6
30'-8
21'-10
25'-3
27'-2
28'-6
24'-6
21'-7
23'-7
26'-4
12'-6
23'-0
22'-9
39'-2
39'-3
39'-0
30'-6
32'-2
35'-9
23'-3
30
169
167
185
1880
405
736
154
428
640
586
1803
-
553
3220
797
4636
603
369
132
870
327
857
4217
1721
3958
4420
1302
246
486
533
1068
2083
4148
3350
4741
2422
10
24
24
40
210
4
8
4
72
72
72
18
-
56
80
56
80
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-7
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
17'-6
30'-8
21'-10
25'-3
27'-2
28'-6
24'-6
21'-7
23'-7
26'-4
12'-6
23'-0
22'-9
39'-2
39'-3
39'-0
30'-6
32'-2
35'-9
23'-3
30
169
167
185
1862
497
901
154
570
640
658
2179
-
1032
2740
1486
3946
603
369
132
870
327
857
4217
1721
3958
4420
1302
246
486
533
1068
2083
4148
3350
4741
2422
54,242 55,069
60,817
234.3
242.0
60,518
234.5
61,233
235.0
242.2
60,934
235.2
61,503
237.8
242.9
61,204
238.0
62,330
243.5
244.5
62,031
243.7
59,246
229.7
242.0
58,947
229.9
59,626
230.3
242.2
59,327
230.5
59,780
232.5
242.9
59,481
232.7
60,208
237.1
244.5
59,909
237.3
6b8, AND 6b11
8b1, 7b4,
#8 D= 6
#7 D= 5‚
#6 D= 4•
FOR :
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 7261 7261 7261 7261
60,817
59,246
61,233
59,626
61,503
59,780
62,330
60,208
6962 6962 6962 6962
60,518 60,934 61,204 62,031
58,947 59,327 59,481 59,909
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:02 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-11E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
110'
110'
110'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-11E-06
EPOXY COATED REINFORCING
REINFORCING STEEL EPOXY COATED
REINFORCING STEEL EPOXY COATED
BENT BAR DETAILS
1'-
11•
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
10b12
6b11
6b10
10b9
6b8
6b6
10b5
7b4
10b3
10b2
8b1
8a9
8a8
9a7
9a6
8a5
9a4
8a3
9a2
8a1
10
24
24
40
212
4
8
4
54
72
72
-
18
-
107
-
107
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-7
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
19'-6
30'-3
21'-0
27'-3
26'-9
27'-4
26'-6
21'-5
25'-7
28'-4
13'-0
24'-0
23'-9
42'-8
39'-3
41'-0
31'-9
34'-3
38'-3
24'-3
30
169
167
185
1880
351
638
154
428
640
541
-
1578
-
3665
-
5277
672
364
127
939
322
822
4562
1708
4294
4755
1354
257
508
581
1068
2190
4318
3567
5072
2526
10
24
24
40
212
4
8
4
54
72
72
18
-
-
107
-
107
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-7
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
19'-6
30'-3
21'-0
27'-3
26'-9
27'-4
26'-6
21'-5
25'-7
28'-4
13'-0
24'-0
23'-9
42'-8
39'-3
41'-0
31'-9
34'-3
38'-3
24'-3
30
169
167
185
1880
364
661
154
428
640
550
1631
-
-
3795
-
5465
672
364
127
939
322
822
4562
1708
4294
4755
1354
257
508
581
1068
2190
4318
3567
5072
2526
10
24
24
40
212
4
8
4
54
72
72
18
-
30
94
30
94
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-7
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
19'-6
30'-3
21'-0
27'-3
26'-9
27'-4
26'-6
21'-5
25'-7
28'-4
13'-0
24'-0
23'-9
42'-8
39'-3
41'-0
31'-9
34'-3
38'-3
24'-3
30
169
167
185
1880
405
736
154
428
640
586
1803
-
553
3220
797
4636
672
364
127
939
322
822
4562
1708
4294
4755
1354
257
508
581
1068
2190
4318
3567
5072
2526
10
24
24
40
210
4
8
4
72
72
72
18
-
56
80
56
80
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-7
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
19'-6
30'-3
21'-0
27'-3
26'-9
27'-4
26'-6
21'-5
25'-7
28'-4
13'-0
24'-0
23'-9
42'-8
39'-3
41'-0
31'-9
34'-3
38'-3
24'-3
30
169
167
185
1862
497
901
154
570
640
658
2179
-
1032
2740
1486
3946
672
364
127
939
322
822
4562
1708
4294
4755
1354
257
508
581
1068
2190
4318
3567
5072
2526
55,709 56,125 56,395 57,222
62,970
234.3
242.0
62,671
234.5
63,386
235.0
242.2
63,087
235.2
63,656
237.8
242.9
63,357
238.0
64,483
243.5
244.5
64,184
243.7
61,399
229.7
242.0
61,100
229.9
61,779
230.3
242.2
61,480
230.5
61,933
232.5
242.9
61,634
232.7
62,361
237.1
244.5
62,062
237.3
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
#8 D= 6
#7 D= 5‚
#6 D= 4•
FOR :
6b8, AND 6b11
8b1, 7b4,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 7261 7261 7261 7261
62,970
61,399
63,386
61,779
63,656
61,933
64,483
62,361
6962 6962 6962 6962
62,671 63,087 63,357 64,184
61,100 61,480 61,634 62,062
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:04 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-12B-06 11x17_pdf.pltcfg
1'-
8
3†
120'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-12B-06
1'-
8…
1'-
8
1'-
8
‹ •
‰
‡
= 23'-6
3 SPA. @ 7'-104 SPA. @ 9'-1• = 36'-6
NON-EPOXY COATED REINFORCING
55.28 55.33
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
Š
†
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
36'-6 47'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
25'-6 36'-62'-3 3'-5 32'-9
28'-0 34'-0 28'-0
32'-9 3'-5 36'-6 2'-3 25'-6
6'-0 5'-3
19'-019'-6 5'-3
17'-0 10'-9
LAP TYP.
3'-11 MIN.
LAP TYP.
2'-3 MIN.
10'-9
9a1
8a4
9a3
7b1 10b2
11b5
7b410b3
9a2
9a5
9a2
6b6
9a3
8a4
9a1
10b37b4
11b5
10b2 7b1
9a6
8a9
6b11
9a7 9a8
6b106b8
9a79a6
8a9
6b11
6b8
6'-0 6'-0 6'-0 6'-0
LAP TYP.
2'-11 MIN.
36'-6
6'-6 6'-6
19'-6
17'-0
19'-0
8'-6
24'-3 11'-9 23'-6 11'-9 24'-3
10'-0 11'-0 11'-0 10'-0
12'-6 14'-6 14'-6 12'-6
LAP TYP.
3'-7 MIN.
8'-6
8a10
LAP TYP.
2'-11 MIN.
6'-0
10b9 10b9
11b12 11b12
3 3
8/23/2016 2:12:06 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-12E-06 11x17_pdf.pltcfg
1'-
8
3†
120'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-12E-06
1'-
8…
1'-
8
1'-
8
‹ •
‰
‡
= 23'-6
3 SPA. @ 7'-104 SPA. @ 9'-1• = 36'-6
EPOXY COATED REINFORCING
55.28 55.33
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
Š
†
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
36'-6 47'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
26'-9 37'-93'-6 4'-9 34'-0
29'-0 36'-6 29'-0
34'-0 4'-9 37'-9 3'-6 26'-9
6'-6 6'-3
6'-620'-020'-6 6'-3
18'-3 12'-0
LAP TYP.
4'-9 MIN.
LAP TYP.
2'-8 MIN.
12'-0
9a1
8a4
9a3
7b1 10b2
11b5
7b410b3
9a2
9a5
9a2
6b6
9a3
8a4
9a1
10b37b4
11b5
10b2 7b1
9a6
8a9
6b11
9a7 9a8
6b106b8
9a79a6
8a9
6b11
6b8
6'-0 6'-0 6'-0 6'-0
LAP TYP.
3'-6 MIN.
36'-6
5'-3 5'-3
20'-6
18'-3
20'-0
9'-6
25'-3 10'-9 25'-6 10'-9 25'-3
11'-0 12'-0 12'-0 11'-0
13'-6 15'-6 15'-6 13'-6
LAP TYP.
5'-4 MIN.
9'-6
8a10
LAP TYP.
3'-6 MIN.
10b9 10b9
11b12 11b12
3 3
8/23/2016 2:12:08 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-13B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
120'
120'
120'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-13B-06
NON-EPOXY COATED REINFORCING
BENT BAR DETAILS
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
2'-
1
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
11b12
6b11
6b10
10b9
6b8
6b6
11b5
7b4
10b3
10b2
7b1
8a10
8a9
9a8
9a7
9a6
9a5
8a4
9a3
9a2
9a1
10
24
24
40
232
4
8
4
40
72
72
-
18
-
117
-
117
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-10
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
21'-0
31'-11
23'-10
27'-0
29'-5
30'-0
27'-9
23'-5
24'-9
27'-6
8'-6
23'-6
24'-6
42'-2
12'-0
34'-4
34'-0
28'-3
36'-2
38'-9
25'-9
30
169
167
185
2057
351
638
154
327
640
541
-
1578
-
4007
-
5770
893
384
144
930
354
902
5898
1867
4154
4615
678
251
524
574
327
934
2312
3018
4796
5139
3415
10
24
24
40
232
4
8
4
40
72
72
18
-
-
117
-
117
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-10
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
21'-0
31'-11
23'-10
27'-0
29'-5
30'-0
27'-9
23'-5
24'-9
27'-6
8'-6
23'-6
24'-6
42'-2
12'-0
34'-4
34'-0
28'-3
36'-2
38'-9
25'-9
30
169
167
185
2057
364
661
154
327
640
550
1631
-
-
4150
-
5975
893
384
144
930
354
902
5898
1867
4154
4615
678
251
524
574
327
934
2312
3018
4796
5139
3415
10
24
24
40
232
4
8
4
60
72
72
18
-
30
104
30
104
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-10
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
21'-0
31'-11
23'-10
27'-0
29'-5
30'-0
27'-9
23'-5
24'-9
27'-6
8'-6
23'-6
24'-6
42'-2
12'-0
34'-4
34'-0
28'-3
36'-2
38'-9
25'-9
30
169
167
185
2057
405
736
154
491
640
586
1803
-
553
3562
797
5129
893
384
144
930
354
902
5898
1867
4154
4615
678
251
524
574
327
934
2312
3018
4796
5139
3415
10
24
24
40
230
4
8
4
60
72
72
18
-
56
90
56
90
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-10
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
21'-0
31'-11
23'-10
27'-0
29'-5
30'-0
27'-9
23'-5
24'-9
27'-6
8'-6
23'-6
24'-6
42'-2
12'-0
34'-4
34'-0
28'-3
36'-2
38'-9
25'-9
30
169
167
185
2040
497
901
154
491
640
658
2179
-
1032
3083
1486
4439
893
384
144
930
354
902
5898
1867
4154
4615
678
251
524
574
327
934
2312
3018
4796
5139
3415
58,723 59,169 59,573 60,260
66,784
271.2
262.0
66,259
271.4
67,230
271.9
262.2
66,705
272.1
67,634
274.6
262.9
67,109
274.8
68,321
280.2
264.5
67,796
280.4
65,314
266.6
262.0
64,789
266.8
65,724
267.1
262.2
65,199
267.4
65,848
269.3
262.9
65,323
269.6
66,278
273.8
264.5
65,753
274.1
#7 D= 5‚
#6 D= 4•
FOR :
D=3ƒ
6b8, AND 6b11
7b1, 7b4,
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 8061 8061 8061 8061
66,784
65,314
67,230
65,724
67,634
65,848
68,321
66,278
7536 7536 7536 7536
66,259 66,705 67,109 67,796
64,789 65,199 65,323 65,753
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:10 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-13E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
120'
120'
120'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-13E-06
EPOXY COATED REINFORCING
REINFORCING STEEL EPOXY COATED
REINFORCING STEEL EPOXY COATED
BENT BAR DETAILS
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
2'-
1
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
11b12
6b11
6b10
10b9
6b8
6b6
11b5
7b4
10b3
10b2
7b1
8a10
8a9
9a8
9a7
9a6
9a5
8a4
9a3
9a2
9a1
10
24
24
40
232
4
8
4
40
72
72
-
18
-
117
-
117
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
7'-10
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
23'-0
31'-6
23'-0
29'-0
29'-0
28'-4
30'-3
23'-3
26'-9
29'-6
9'-0
25'-6
25'-6
45'-8
12'-0
36'-1
36'-6
29'-3
38'-9
41'-3
27'-0
30
169
167
185
2057
351
638
154
327
640
541
-
1578
-
4007
-
5770
978
379
139
999
349
852
6429
1854
4490
4951
718
273
545
622
327
982
2482
3124
5139
5470
3581
10
24
24
40
232
4
8
4
40
72
72
18
-
-
117
-
117
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
7'-10
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
23'-0
31'-6
23'-0
29'-0
29'-0
28'-4
30'-3
23'-3
26'-9
29'-6
9'-0
25'-6
25'-6
45'-8
12'-0
36'-1
36'-6
29'-3
38'-9
41'-3
27'-0
30
169
167
185
2057
364
661
154
327
640
550
1631
-
-
4150
-
5975
978
379
139
999
349
852
6429
1854
4490
4951
718
273
545
622
327
982
2482
3124
5139
5470
3581
10
24
24
40
232
4
8
4
60
72
72
18
-
30
104
30
104
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
7'-10
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
23'-0
31'-6
23'-0
29'-0
29'-0
28'-4
30'-3
23'-3
26'-9
29'-6
9'-0
25'-6
25'-6
45'-8
12'-0
36'-1
36'-6
29'-3
38'-9
41'-3
27'-0
30
169
167
185
2057
405
736
154
491
640
586
1803
-
553
3562
797
5129
978
379
139
999
349
852
6429
1854
4490
4951
718
273
545
622
327
982
2482
3124
5139
5470
3581
10
24
24
40
230
4
8
4
60
72
72
18
-
56
90
56
90
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
7'-10
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
23'-0
31'-6
23'-0
29'-0
29'-0
28'-4
30'-3
23'-3
26'-9
29'-6
9'-0
25'-6
25'-6
45'-8
12'-0
36'-1
36'-6
29'-3
38'-9
41'-3
27'-0
30
169
167
185
2040
497
901
154
491
640
658
2179
-
1032
3083
1486
4439
978
379
139
999
349
852
6429
1854
4490
4951
718
273
545
622
327
982
2482
3124
5139
5470
3581
61,297 61,743 62,147 62,834
69,358
271.2
262.0
68,833
271.4
69,804
271.9
262.2
69,279
272.1
70,208
274.6
262.9
69,683
274.8
70,895
280.2
264.5
70,370
280.4
67,888
266.6
262.0
67,363
266.8
68,298
267.1
262.2
67,773
267.4
68,422
269.3
262.9
67,897
269.6
68,852
273.8
264.5
68,327
274.1
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
#7 D= 5‚
#6 D= 4•
FOR :
6b8, AND 6b11
7b1, 7b4,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 8061 8061 8061 8061
69,358
67,888
69,804
68,298
70,208
68,422
70,895
68,852
7536 7536 7536 7536
68,833 69,279 69,683 70,370
67,363 67,773 67,897 68,327
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:12 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-14B-06 11x17_pdf.pltcfg
1'-
9‚
3†
130'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-14B-06
1'-
9†
1'-
9‚
1'-
9‚
Œ
‚
‡
•
4 SPA. @ 9'-10• = 39'-6
= 25'-6
3 SPA. @ 8'-6
NON-EPOXY COATED REINFORCING
58.74 58.79
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
Š
†
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
39'-6 51'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
27'-3 39'-32'-9 3'-6 35'-3
31'-3 38'-0 31'-3
35'-3 3'-6 39'-3 2'-9 27'-3
5'-0 6'-3
5'-016'-321'-9 6'-3
13'-6 10'-0
LAP TYP.
3'-11 MIN.
LAP TYP.
2'-3 MIN.
10'-0
9a1
9a4
9a3
6b1
11b2
10b5
7b411b3
9a2
10a5
9a2
6b6
9a3
9a4
9a1
11b37b4
10b5
11b2
6b1
9a6
8a9
7b11
9a79a8
6b106b8
9a79a6
8a9
7b11
6b8
6'-6 6'-6 6'-6 6'-6
LAP TYP.
2'-11 MIN.
39'-6
6'-6 6'-6
21'-9
13'-6
10'-0 16'-3
10'-0
LAP TYP.
3'-7 MIN.
30'-0 30'-012'-4 12'-426'-4
10'-0 11'-3 11'-3
14'-014'-0 16'-3 16'-3
10'-0
9a10
LAP TYP.
3'-11 MIN.
11b9 11b9
11b12 11b12
3 3
8/23/2016 2:12:14 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-14E-06 11x17_pdf.pltcfg
1'-
9‚
3†
130'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-14E-06
1'-
9†
1'-
9‚
1'-
9‚
Œ
‚
‡
•
4 SPA. @ 9'-10• = 39'-6
= 25'-6
3 SPA. @ 8'-6
EPOXY COATED REINFORCING
58.74 58.79
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
†
Š
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
39'-6 51'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
28'-6 40'-64'-0 4'-9 36'-6
32'-6 41'-0 32'-6
36'-6 4'-9 40'-6 4'-0 28'-6
5'-3 7'-6
5'-317'-623'-0 7'-6
14'-6 11'-0
LAP TYP.
4'-9 MIN.
LAP TYP.
2'-8 MIN.
11'-0
9a1
9a4
9a3
6b1
11b2
10b5
7b411b3
9a2
10a5
9a2
6b6
9a3
9a4
9a1
11b37b4
10b5
11b2
6b1
9a6
8a9
7b11
9a7 9a8
6b106b8
9a79a6
8a9
7b11
6b8
6'-6 6'-6 6'-6 6'-6
LAP TYP.
3'-6 MIN.
39'-6
5'-0 5'-0
23'-0
14'-6
11'-3 17'-6
11'-3
LAP TYP.
5'-4 MIN.
31'-0 31'-011'-0 11'-029'-0
11'-3 12'-6 12'-6
15'-315'-3 17'-6 17'-6
11'-3
9a10
LAP TYP.
4'-9 MIN.
11b9 11b9
11b12 11b12
3 3
8/23/2016 2:12:16 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-15B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
130'
130'
130'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-15B-06
NON-EPOXY COATED REINFORCING
BENT BAR DETAILS
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
2'-
2‚
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
11b12
7b11
6b10
11b9
6b8
6b6
10b5
7b4
11b3
11b2
6b1
9a10
8a9
9a8
9a7
9a6
10a5
9a4
9a3
9a2
9a1
10
24
24
40
252
4
8
4
44
72
72
-
18
-
127
-
127
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
8'-1
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
21'-3
35'-11
24'-4
30'-3
30'-11
35'-6
23'-6
24'-2
28'-0
26'-3
7'-6
26'-4
30'-3
45'-2
13'-0
36'-10
38'-0
31'-6
38'-9
42'-0
27'-6
30
169
167
185
2235
351
638
154
371
640
541
-
1578
-
4350
-
6264
904
588
147
1286
372
1067
4045
1927
5802
5440
440
359
647
615
354
1002
3271
4284
5139
5570
3647
10
24
24
40
252
4
8
4
44
72
72
18
-
-
127
-
127
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
8'-1
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
21'-3
35'-11
24'-4
30'-3
30'-11
35'-6
23'-6
24'-2
28'-0
26'-3
7'-6
26'-4
30'-3
45'-2
13'-0
36'-10
38'-0
31'-6
38'-9
42'-0
27'-6
30
169
167
185
2235
364
661
154
371
640
550
1631
-
-
4504
-
6486
904
588
147
1286
372
1067
4045
1927
5802
5440
440
359
647
615
354
1002
3271
4284
5139
5570
3647
10
24
24
40
252
4
8
4
44
72
72
18
-
30
114
30
114
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
8'-1
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
21'-3
35'-11
24'-4
30'-3
30'-11
35'-6
23'-6
24'-2
28'-0
26'-3
7'-6
26'-4
30'-3
45'-2
13'-0
36'-10
38'-0
31'-6
38'-9
42'-0
27'-6
30
169
167
185
2235
405
736
154
371
640
586
1803
-
553
3904
797
5622
904
588
147
1286
372
1067
4045
1927
5802
5440
440
359
647
615
354
1002
3271
4284
5139
5570
3647
10
24
24
40
250
4
8
4
66
7
72
18
-
56
100
56
100
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
8'-1
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
21'-3
35'-11
24'-4
30'-3
30'-11
35'-6
23'-6
24'-2
28'-0
26'-3
7'-6
26'-4
30'-3
45'-2
13'-0
36'-10
38'-0
31'-6
38'-9
42'-0
27'-6
30
169
167
185
2217
497
901
154
557
640
658
2179
-
1032
3425
1486
4932
904
588
147
1286
372
1067
4045
1927
5802
5440
440
359
647
615
354
1002
3271
4284
5139
5570
3647
64,579 65,053 65,263 66,135
73,152
307.9
282.0
72,636
308.1
73,626
308.6
282.2
73,107
308.9
73,836
311.3
282.9
73,317
311.5
74,708
316.8
284.5
74,189
317.0
71,638
303.3
282.0
71,119
303.5
72,076
303.9
282.2
71,557
304.1
72,170
306.0
282.9
71,651
306.2
72,599
310.4
284.5
72,080
310.7
#7 D= 5‚
#6 D= 4•
FOR :
6b8, AND 7b11
6b1, 7b4,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 8573 8573 8573 8573
73,152
71,638
73,626
72,076
73,836
72,170
74,708
72,599
8054 8054 8054 8054
72,636 73,107 73,317 74,189
71,119 71,557 71,651 72,080
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:23 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-15E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
130'
130'
130'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-15E-06
EPOXY COATED REINFORCING
REINFORCING STEEL EPOXY COATED
REINFORCING STEEL EPOXY COATED
BENT BAR DETAILS
2'-
2‚
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
1'-1•
D=2•
D=8
5x15n3
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
11b12
7b11
6b10
11b9
6b8
6b6
10b5
7b4
11b3
11b2
6b1
9a10
8a9
9a8
9a7
9a6
10a5
9a4
9a3
9a2
9a1
10
24
24
40
252
4
8
4
44
72
72
-
18
-
127
-
127
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
8'-1
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
23'-9
35'-6
23'-0
32'-9
30'-3
34'-4
25'-6
23'-9
30'-6
28'-9
7'-9
29'-0
31'-3
48'-8
13'-0
38'-7
41'-0
32'-9
41'-3
44'-6
28'-9
30
169
167
185
2235
351
638
154
371
640
541
-
1578
-
4350
-
6264
1010
581
139
1393
364
1032
4390
1894
6320
5958
454
395
668
662
354
1050
3529
4454
5470
5901
3813
10
24
24
40
252
4
8
4
44
72
72
18
-
-
127
-
127
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
8'-1
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
23'-9
35'-6
23'-0
32'-9
30'-3
34'-4
25'-6
23'-9
30'-6
28'-9
7'-9
29'-0
31'-3
48'-8
13'-0
38'-7
41'-0
32'-9
41'-3
44'-6
28'-9
30
169
167
185
2235
364
661
154
371
640
550
1631
-
-
4504
-
6486
1010
581
139
1393
364
1032
4390
1894
6320
5958
454
395
668
662
354
1050
3529
4454
5470
5901
3813
10
24
24
40
252
4
8
4
44
72
72
18
-
30
114
30
114
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
8'-1
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
23'-9
35'-6
23'-0
32'-9
30'-3
34'-4
25'-6
23'-9
30'-6
28'-9
7'-9
29'-0
31'-3
48'-8
13'-0
38'-7
41'-0
32'-9
41'-3
44'-6
28'-9
30
169
167
185
2235
405
736
154
371
640
586
1803
-
553
3904
797
5622
1010
581
139
1393
364
1032
4390
1894
6320
5958
454
395
668
662
354
1050
3529
4454
5470
5901
3813
10
24
24
40
250
4
8
4
66
72
72
18
-
56
100
56
100
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
8'-1
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
23'-9
35'-6
23'-0
32'-9
30'-3
34'-4
25'-6
23'-9
30'-6
28'-9
7'-9
29'-0
31'-3
48'-8
13'-0
38'-7
41'-0
32'-9
41'-3
44'-6
28'-9
30
169
167
185
2217
497
901
154
557
640
658
2179
-
1032
3425
1486
4932
1010
581
139
1393
364
1032
4390
1894
6320
5958
454
395
668
662
354
1050
3529
4454
5470
5901
3813
67,504 67,978 68,188 69,060
76,077
307.9
282.0
75,558
308.1
76,551
308.6
282.2
76,032
308.9
76,761
311.3
282.9
76,242
311.5
77,633
316.8
284.5
77,114
317.0
74,563
303.3
282.0
74,044
303.5
75,001
303.9
282.2
74,482
304.1
75,095
306.0
282.9
74,576
306.2
75,524
310.5
284.5
75,005
310.7
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
#7 D= 5‚
#6 D= 4•
FOR :
6b8, AND 7b11
6b1, 7b4,
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 8573 8573 8573 8573
76,077
74,563
76,551
75,001
76,761
75,095
77,633
75,524
8054 8054 8054 8054
75,558 76,032 76,242 77,114
74,044 74,482 74,576 75,005
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:25 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-16B-06 11x17_pdf.pltcfg
1'-
10•
3†
140'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-16B-06
1'-
10‡
1'-
10•
1'-
10•
•
„
1‰
Š
= 27'-6
3 SPA. @ 9'-2
NON-EPOXY COATED REINFORCING
62.19 62.24
6 SPA. @ 7'-1 = 42'-6
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
Ž
‹
•
Š
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
42'-6 55'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
29'-0 43'-02'-4 3'-6 37'-9
33'-6 40'-6 33'-6
37'-9 3'-6 43'-0 2'-4 29'-0
5'-0 17'-3 6'-3
5'-017'-36'-3
14'-9 11'-9
LAP TYP.
3'-11 MIN.
LAP TYP.
2'-3 MIN.
9a1
10a4
9a3
6b1
11b2
11b5
7b411b3
10a2
9a5
10a2
6b6
9a3
10a4
9a1
11b37b4
11b5
11b2
6b1
9a6
9a9
7b11
9a79a8
6b106b8
9a7
10a10
9a6
9a9
7b11
6b8LAP TYP.
2'-11 MIN.
42'-6
6'-3
7'-3 7'-3
6'-3
23'-0
14'-9
6'-6 6'-6 6'-6 6'-6
LAP TYP.
3'-7 MIN.
32'-9 32'-912'-8 29'-8 12'-8
10'-3 11'-6 11'-6 10'-3
14'-6 17'-0 17'-0 14'-6
LAP TYP.
3'-11 MIN.
11'-9
23'-0
11b9 11b9
11b12 11b12
3 3
8/23/2016 2:12:27 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-16E-06 11x17_pdf.pltcfg
1'-
10•
3†
140'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-16E-06
1'-
10‡
1'-
10•
1'-
10•
1‰
= 27'-6
3 SPA. @ 9'-2
EPOXY COATED REINFORCING
62.19 62.24
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
Ž
‹
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
•
„
Š
•
Š
6 SPA. @ 7'-1 = 42'-6
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
42'-6 55'-0
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
30'-3 44'-64'-0 4'-9 39'-0
35'-0 43'-0 35'-0
39'-0 4'-9 44'-6 4'-0 30'-3
5'-3 18'-6 7'-6
5'-318'-624'-3 7'-6
16'-0 13'-0
LAP TYP.
4'-9 MIN.
LAP TYP.
2'-8 MIN.
13'-0
9a1
10a4
9a3
6b1
11b2
11b5
7b411b3
10a2
9a5
10a2
6b6
9a3
10a4
9a1
11b37b4
11b5
11b2
6b1
9a6
9a9
7b11
9a79a8
6b106b8
9a7
10a10
9a6
9a9
7b11
6b8LAP TYP.
3'-6 MIN.
42'-6
7'-6
6'-0 6'-0
7'-6
24'-3
16'-0
6'-6 6'-6 6'-6 6'-6
LAP TYP.
5'-4 MIN.
34'-0 34'-011'-0 33'-0 11'-0
11'-6 12'-9 12'-9 11'-6
15'-9 18'-3 18'-3 15'-9
LAP TYP.
4'-9 MIN.
11b9 11b9
11b12 11b12
3 3
8/23/2016 2:12:29 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-17B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
140'
140'
140'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-17B-06
NON-EPOXY COATED REINFORCING
72,028
BENT BAR DETAILS
2'-
3•
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
D=2•
D=8
5x15n3
1'-1•
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
11b12
7b11
6b10
11b9
6b8
6b6
11b5
7b4
11b3
11b2
6b1
10a10
9a9
9a8
9a7
9a6
9a5
10a4
9a3
10a2
9a1
10
24
24
40
272
4
8
4
44
72
72
-
18
-
137
-
137
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
8'-3
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
21'-9
38'-8
26'-10
31'-6
33'-5
36'-0
26'-6
25'-11
29'-3
23'-6
7'-6
29'-8
33'-0
49'-2
13'-0
39'-10
40'-6
33'-9
41'-3
45'-4
29'-3
30
169
167
185
2412
351
638
154
379
640
541
-
1578
-
4692
-
6757
925
633
162
1339
402
1082
5632
2066
6061
4870
440
511
898
669
354
1084
2754
5810
5470
7608
3879
10
24
24
40
272
4
8
4
44
72
72
18
-
-
137
-
137
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
8'-3
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
21'-9
38'-8
26'-10
31'-6
33'-5
36'-0
26'-6
25'-11
29'-3
23'-6
7'-6
29'-8
33'-0
49'-2
13'-0
39'-10
40'-6
33'-9
41'-3
45'-4
29'-3
30
169
167
185
2412
364
661
154
379
640
550
1631
-
-
4859
-
6997
925
633
162
1339
402
1082
5632
2066
6061
4870
440
511
898
669
354
1084
2754
5810
5470
7608
3879
10
24
24
40
272
4
8
4
44
72
72
18
-
30
124
30
124
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
8'-3
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
21'-9
38'-8
26'-10
31'-6
33'-5
36'-0
26'-6
25'-11
29'-3
23'-6
7'-6
29'-8
33'-0
49'-2
13'-0
39'-10
40'-6
33'-9
41'-3
45'-4
29'-3
30
169
167
185
2412
405
736
154
379
640
586
1803
-
553
4247
797
6116
925
633
162
1339
402
1082
5632
2066
6061
4870
440
511
898
669
354
1084
2754
5810
5470
7608
3879
10
24
24
40
270
4
8
4
66
72
72
18
-
56
110
56
110
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
8'-3
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
21'-9
38'-8
26'-10
31'-6
33'-5
36'-0
26'-6
25'-11
29'-3
23'-6
7'-6
29'-8
33'-0
49'-2
13'-0
39'-10
40'-6
33'-9
41'-3
45'-4
29'-3
30
169
167
185
2394
497
901
154
568
640
658
2179
-
1032
3767
1486
5425
925
633
162
1339
402
1082
5632
2066
6061
4870
440
511
898
669
354
1084
2754
5810
5470
7608
3879
71,342 71,847 72,901
80,399
347.2
302.0
79,944
347.4
80,904
347.9
302.2
80,449
348.1
81,085
350.5
302.9
80,630
350.7
81,958
355.9
304.5
81,503
356.2
78,877
342.6
302.0
78,422
342.8
79,346
343.1
302.2
78,891
343.4
79,411
345.2
302.9
78,956
345.5
79,838
349.5
304.5
79,383
349.8
D=3ƒ
6b8, AND 7b11
6b1, 7b4,
#7 D= 5‚
#6 D= 4•
FOR :
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 9057 9057 9057 9057
80,399
78,877
80,904
79,346
81,085
79,411
81,958
79,838
8602 8602 8602 8602
79,944 80,449 80,630 81,503
78,422 78,891 78,956 79,383
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:31 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-17E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
140'
140'
140'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-17E-06
EPOXY COATED REINFORCING
REINFORCING STEEL EPOXY COATED
REINFORCING STEEL EPOXY COATED
BENT BAR DETAILS
2'-
3•
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
D=2•
D=8
5x15n3
1'-1•
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
11b12
7b11
6b10
11b9
6b8
6b6
11b5
7b4
11b3
11b2
6b1
10a10
9a9
9a8
9a7
9a6
9a5
10a4
9a3
10a2
9a1
10
24
24
40
272
4
8
4
44
72
72
-
18
-
137
-
137
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
8'-3
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
24'-3
38'-3
25'-6
34'-0
32'-9
34'-4
29'-0
25'-6
31'-9
26'-0
7'-9
33'-0
34'-3
52'-8
13'-0
41'-7
43'-0
35'-3
43'-9
48'-6
30'-6
30
169
167
185
2412
351
638
154
379
640
541
-
1578
-
4692
-
6757
1031
626
154
1446
394
1032
6164
2033
6579
5388
454
568
932
717
354
1132
2924
6068
5802
8140
4045
10
24
24
40
272
4
8
4
44
72
72
18
-
-
137
-
137
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
8'-3
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
24'-3
38'-3
25'-6
34'-0
32'-9
34'-4
29'-0
25'-6
31'-9
26'-0
7'-9
33'-0
34'-3
52'-8
13'-0
41'-7
43'-0
35'-3
43'-9
48'-6
30'-6
30
169
167
185
2412
364
661
154
379
640
550
1631
-
-
4859
-
6997
1031
626
154
1446
394
1032
6164
2033
6579
5388
454
568
932
717
354
1132
2924
6068
5802
8140
4045
10
24
24
40
272
4
8
4
44
72
72
18
-
30
124
30
124
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
8'-3
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
24'-3
38'-3
25'-6
34'-0
32'-9
34'-4
29'-0
25'-6
31'-9
26'-0
7'-9
33'-0
34'-3
52'-8
13'-0
41'-7
43'-0
35'-3
43'-9
48'-6
30'-6
30
169
167
185
2412
405
736
154
379
640
586
1803
-
553
4247
797
6116
1031
626
154
1446
394
1032
6164
2033
6579
5388
454
568
932
717
354
1132
2924
6068
5802
8140
4045
10
24
24
40
270
4
8
4
66
72
72
18
-
56
110
56
110
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
8'-3
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
24'-3
38'-3
25'-6
34'-0
32'-9
34'-4
29'-0
25'-6
31'-9
26'-0
7'-9
33'-0
34'-3
52'-8
13'-0
41'-7
43'-0
35'-3
43'-9
48'-6
30'-6
30
169
167
185
2394
497
901
154
568
640
658
2179
-
1032
3767
1486
5425
1031
626
154
1446
394
1032
6164
2033
6579
5388
454
568
932
717
354
1132
2924
6068
5802
8140
4045
74,676 75,181 75,362 76,235
83,733
347.2
302.0
83,278
347.4
84,238
347.9
302.2
83,783
348.1
84,419
350.5
302.9
83,964
350.7
85,292
355.9
304.5
84,837
356.2
82,211
342.6
302.0
81,756
342.8
82,680
343.1
302.2
82,225
343.4
82,745
345.2
302.9
82,290
345.5
83,172
349.5
304.5
82,717
349.8
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
6b8, AND 7b11
6b1, 7b4,
#7 D= 5‚
#6 D= 4•
FOR :
D=3ƒ
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 9057 9057 9057 9057
83,733
82,211
84,238
82,680
84,419
82,745
85,292
83,172
8602 8602 8602 8602
83,278 83,783 83,964 84,837
81,756 82,225 82,290 82,717
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:33 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-18B-06 11x17_pdf.pltcfg
2'-
0
3†
150'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-18B-06
2'-
0…
2'-
0
2'-
0
1•
= 29'-6
3 SPA. @ 9'-10
NON-EPOXY COATED REINFORCING
66.34 66.39
6 SPA. @ 7'-7 = 45'-6
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
1̂
Œ
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
†
‰
…
†
…
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
45'-6 59'-0 45'-6
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
31'-0 46'-02'-4 4'-4 41'-0
34'-9 42'-6 34'-9
41'-0 4'-4 46'-0 2'-4 31'-0
5'-0 10'-9 19'-6 19'-96'-3
5'-010'-919'-619'-9 6'-3
15'-3 12'-3
LAP TYP.
5'-1 MIN.
LAP TYP.
2'-3 MIN.
15'-312'-3
10a1
9a4
10a3
6b1
11b2
11b5
8b411b3
10a2
9a5
10a2
6b6
10a3
9a4
10a1
11b38b4
11b5
11b2
6b1
9a6
10a9
7b11
9a79a8
6b106b8
9a7
10a10
9a6
10a9
7b11
6b8
35'-9 32'-0 35'-913'-6 13'-6
10'-9 12'-3 10'-912'-3
15'-3 17'-9 17'-9 15'-3
LAP TYP.
2'-11 MIN.
8'-3 8'-3
6'-6 6'-6
LAP TYP.
3'-7 MIN.
6'-6 6'-6
LAP TYP.
3'-11 MIN.
11b9 11b9
11b12 11b12
33
8/23/2016 2:12:36 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-18E-06 11x17_pdf.pltcfg
2'-
0
3†
150'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-18E-06
2'-
0…
2'-
0
2'-
0
1•
= 29'-6
3 SPA. @ 9'-10
EPOXY COATED REINFORCING
66.33 66.38
FINAL GRADE LINE
| PIER
OR FALSEWORK SETTLEMENT.
DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION
FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE
THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE
AS FORMED
TOP OF SLAB
| BRIDGE
ABOUT
SYMMETRICAL| ABUT. BRG.
FORM CAMBER DIAGRAM
1̂
Œ
FALSEWORK IS REMOVED
IMMEDIATELY AFTER
POSITION OF SLAB
†
‰
…
†
…
6 SPA. @ 7'-7 = 45'-6
RE
VIS
ED 07-16
DA
TE
ON
SH
EE
T
CH
AN
GE
D
TO
CO
RR
EC
T
CL
ERIC
AL
ER
RO
R.
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
2'-1
LI
NE
D
LI
NE
E
1'-
0
LINE D
LINE E
LINE A
LINE B
LINE C
2'-1
30'-0 ROADWAY
58 SPACES @ 0'-6 = 29'-0
… 3‚
LEVEL
GUTTER LINE
PARABOLIC
3'-0
CROWN ORDINATES
2.0% SLOPE
HALF SECTION NEAR ABUTMENT HALF SECTION NEAR PIER
1'-4
FOR BARRIER RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
(`30'-6 ROADWAY FOR OPEN RAIL`)
15'-3
(`30'-0 ROADWAY FOR BARRIER RAIL`)
15'-0
5j1 BARS @ 1'-0 CENTERS 5d BARS @ 1'-0 CENTERS
6c BARS @ 1'-0 CENTERS
3‚
…
PARABOLIC
3'-0
POST
JOINT UNDER
ROUGHENEDCROWN ORDINATES
2.0% SLOPE
GROOVE (`TYP.`)
5" ƒ" DRIP
UNLESS NOTED
SYMMETRICAL ABOUT | ROADWAY
1'-
0
1'-7
FOR OPEN RAIL = SQ. FT.
SLAB CROSS-SECTIONAL AREA
6
GROOVE (`TYP.`)
ƒ" DOUBLE DRIP
10•
*`5
`RAIL OPTION ONLY.
`GROOVES FOR OPEN
*`NOTE: DOUBLE DRIP
1'-4
1'-0
OPEN RAIL
SEALER
CONCRETE
LIMITS OF
TOP OF SLAB
LIMITS FOR OPEN RAILS
CONCRETE SEALER
SHALL APPLY FOR BAR CHAIRS.
POURED. I.M. 451.01 REQUIREMENTS
ON BAR CHAIRS BEFORE CONCRETE IS
PLACE AND ADEQUATELY SUPPORTED
STEEL IS TO BE SECURELY WIRED IN
ABOVE BOTTOM OF SLAB. REINFORCING
TO BE PARALLEL TO AND 1•" CLEAR
LONGITUDINAL REINFORCING STEEL IS
CLEAR BELOW TOP OF SLAB. BOTTOM
STEEL IS TO BE PARALLEL TO AND 2•"
NOTE: TOP LONGITUDINAL REINFORCING
ACCORDANCE WITH ARTICLE 2403.03, P, 3 OF THE STANDARD SPECIFICATIONS.
TO THE FULL LENGTH OF BRIDGE. CONCRETE SEALER SHALL BE APPLIED IN
THE CONCRETE SEALER LIMITS ARE SHOWN IN THE DETAIL AND SHALL APPLY
OF RAIL, AND ON ALL SIDES OF THE OPEN RAIL POSTS.
ALSO BE APPLIED TO THE OPEN RAIL ON THE TOP, TRAFFIC FACE SIDE, BOTTOM
THE TOP, EDGE OF SLAB AND UNDER THE SLAB. THE CONCRETE SEALER SHALL
CONCRETE SEALER SHALL BE APPLIED TO BOTH SIDES OF BRIDGE SLAB ON
@ 2'-0 CENTERS
INDENTATION
1"x8x0'-8
EQ. SPA.
3
PLACEMENT FOR LONGITUDINAL REINFORCEMENT
| ABUT. BRG. | ABUT. BRG.| PIER| PIER
45'-6 59'-0 45'-6
LINE A
LINE A
LINE B
LINE C
LINE B
LINE C
LINE D
LINE D
LINE E
LINE E
OF SLAB
BOTTOM
OF SLAB
TOP
RAIL
UNDER
OF SLAB
BOTTOM
RAIL
UNDER
OF SLAB
TOP
32'-6 47'-64'-0 6'-0 42'-6
36'-0 45'-0 36'-0
42'-6 6'-0 47'-6 4'-0 32'-6
5'-3 12'-0 20'-9 21'-07'-6
5'-312'-020'-921'-0 7'-6
16'-6 13'-6
LAP TYP.
6'-2 MIN.
LAP TYP.
2'-8 MIN.
16'-613'-6
10a1
9a4
10a3
6b1
11b2
11b5
8b411b3
10a2
9a5
10a2
6b6
10a3
9a4
10a1
11b3 8b4
11b5
11b2
6b1
9a6
10a9
7b11
9a79a8
6b106b8
9a7
10a10
9a6
10a9
7b11
6b8
37'-3 35'-0 37'-38'-3 12'-0 8'-312'-0
12'-0 13'-6 12'-013'-6
16'-6 19'-0 19'-0 16'-6
LAP TYP.
3'-6 MIN.
7'-0 7'-0
6'-6 6'-6
LAP TYP.
5'-4 MIN.
6'-6 6'-6
LAP TYP.
4'-9 MIN.
11b9 11b9
11b12 11b12
3 3
8/23/2016 2:12:37 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-19B-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
3'-9•2'-0
150'
150'
150'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-19B-06
NON-EPOXY COATED REINFORCING
BENT BAR DETAILS
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
2'-
5
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
6 6
4
8†
D=2•
D=8
5x15n3
1'-1•
PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
11b12
7b11
6b10
11b9
6b8
6b6
11b5
8b4
11b3
11b2
6b1
10a10
10a9
9a8
9a7
9a6
9a5
9a4
10a3
10a2
10a1
10
24
24
40
292
4
8
4
44
72
72
-
18
-
147
-
147
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
8'-6
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
23'-0
41'-2
29'-4
33'-0
35'-8
39'-0
27'-6
33'-4
26'-0
30'-3
7'-6
32'-0
36'-0
53'-2
13'-0
42'-10
42'-6
35'-0
45'-4
48'-4
31'-3
30
169
167
185
2589
351
638
154
391
640
541
-
1578
-
5035
-
7250
978
674
177
1403
429
1172
5845
3471
5388
6269
440
551
1240
724
354
1166
2890
4760
7608
8112
5245
10
24
24
40
292
4
8
4
44
72
72
18
-
-
147
-
147
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
8'-6
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
23'-0
41'-2
29'-4
33'-0
35'-8
39'-0
27'-6
33'-4
26'-0
30'-3
7'-6
32'-0
36'-0
53'-2
13'-0
42'-10
42'-6
35'-0
45'-4
48'-4
31'-3
30
169
167
185
2589
364
661
154
391
640
550
1631
-
-
5213
-
7507
978
674
177
1403
429
1172
5845
3471
5388
6269
440
551
1240
724
354
1166
2890
4760
7608
8112
5245
10
24
24
40
292
4
8
4
44
72
72
18
-
30
134
30
134
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
8'-6
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
23'-0
41'-2
29'-4
33'-0
35'-8
39'-0
27'-6
33'-4
26'-0
30'-3
7'-6
32'-0
36'-0
53'-2
13'-0
42'-10
42'-6
35'-0
45'-4
48'-4
31'-3
30
169
167
185
2589
405
736
154
391
640
586
1803
-
553
4589
797
6609
978
674
177
1403
429
1172
5845
3471
5388
6269
440
551
1240
724
354
1166
2890
4760
7608
8112
5245
10
24
24
40
290
4
8
4
66
72
72
18
-
56
120
56
120
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
8'-6
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
23'-0
41'-2
29'-4
33'-0
35'-8
39'-0
27'-6
33'-4
26'-0
30'-3
7'-6
32'-0
36'-0
53'-2
13'-0
42'-10
42'-6
35'-0
45'-4
48'-4
31'-3
30
169
167
185
2571
497
901
154
586
640
658
2179
-
1032
4110
1486
5918
978
674
177
1403
429
1172
5845
3471
5388
6269
440
551
1240
724
354
1166
2890
4760
7608
8112
5245
78,614 79,147 79,299 80,179
88,219
392.8
322.0
87,775
393.1
88,752
393.5
322.2
88,308
393.8
88,904
396.0
322.9
88,460
396.3
89,784
401.3
324.5
89,340
401.6
86,685
388.2
322.0
86,241
388.5
87,182
388.7
322.2
86,738
389.0
87,218
390.8
322.9
86,774
391.0
87,646
394.9
324.5
87,202
395.2
D=3ƒ
6b8, AND 7b11
6b1, 8b4,
#8 D= 6
#7 D= 5‚
#6 D= 4•
FOR :
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 9605 9605 9605 9605
88,219
86,685
88,752
87,182
88,904
87,218
89,784
87,646
9161 9161 9161 9161
87,775 88,308 88,460 89,340
86,241 86,738 86,774 87,202
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:39 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-19E-06 11x17_pdf.pltcfg
10†
1ƒ 7
3'-1010ƒ
2'-0 3'-9•
150'
150'
150'-0 BRIDGE
SUPERSTRUCTURE DETAILS
J30-19E-06
EPOXY COATED REINFORCING
REINFORCING STEEL EPOXY COATED
REINFORCING STEEL EPOXY COATED
BENT BAR DETAILS
D=2•
6 6
0° SKEW
15° SKEW
30° SKEW
2'-6
2'-7
2'-10†
2'-8
5h1
3'-10ƒ
2'-
6ƒ
8h2
6e3
D=4•
5'-3
45° SKEW 3'-6•
2'-
3
- (2'-3)
TOTAL LENGTH
1'-
3
1'-6 2'-0ƒ
2'-
0ƒ
1'-6
2'-11
6e4
D=4•
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8e2
2'-
5
6 6
4
8†
D=2•
D=8
5x15n3
1'-1•
5x1
5n3
5n1
5m1
5j1
8h4
8h3
8h2
5h1
6e4
6e3
8e2
8e1
5d2
5d1
6c2
6c1
11b12
7b11
6b10
11b9
6b8
6b6
11b5
8b4
11b3
11b2
6b1
10a10
10a9
9a8
9a7
9a6
9a5
9a4
10a3
10a2
10a1
10
24
24
40
292
4
8
4
44
72
72
-
18
-
147
-
147
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
32'-10
29'-10
14'-5
8'-6
5'-11
5'-0
-
32'-10
-
32'-10
-
32'-10
25'-6
40'-9
28'-0
35'-6
35'-0
37'-4
30'-0
33'-2
28'-6
32'-9
7'-9
35'-0
37'-6
56'-8
13'-0
44'-7
45'-0
36'-3
48'-6
51'-6
32'-9
30
169
167
185
2589
351
638
154
391
640
541
-
1578
-
5035
-
7250
1084
667
169
1509
421
1122
6376
3454
5906
6787
454
603
1291
771
354
1213
3060
4930
8140
8643
5497
10
24
24
40
292
4
8
4
44
72
72
18
-
-
147
-
147
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
34'-0
30'-11
14'-5
8'-6
5'-11
5'-1
33'-11
-
-
34'-0
-
34'-0
25'-6
40'-9
28'-0
35'-6
35'-0
37'-4
30'-0
33'-2
28'-6
32'-9
7'-9
35'-0
37'-6
56'-8
13'-0
44'-7
45'-0
36'-3
48'-6
51'-6
32'-9
30
169
167
185
2589
364
661
154
391
640
550
1631
-
-
5213
-
7507
1084
667
169
1509
421
1122
6376
3454
5906
6787
454
603
1291
771
354
1213
3060
4930
8140
8643
5497
10
24
24
40
292
4
8
4
44
72
72
18
-
30
134
30
134
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
37'-11
34'-5
14'-5
8'-6
5'-11
5'-5
37'-6
-
VARIES
32'-10
VARIES
32'-10
25'-6
40'-9
28'-0
35'-6
35'-0
37'-4
30'-0
33'-2
28'-6
32'-9
7'-9
35'-0
37'-6
56'-8
13'-0
44'-7
45'-0
36'-3
48'-6
51'-6
32'-9
30
169
167
185
2589
405
736
154
391
640
586
1803
-
553
4589
797
6609
1084
667
169
1509
421
1122
6376
3454
5906
6787
454
603
1291
771
354
1213
3060
4930
8140
8643
5497
10
24
24
40
290
4
8
4
66
72
72
18
-
56
120
56
120
8
8
4
8
8
20
40
39
39
39
39
4
8
4
8
8
20
40
39
39
39
2'-10
6'-9
6'-8
4'-5
8'-6
46'-6
42'-2
14'-5
8'-6
5'-11
6'-1
45'-4
-
VARIES
32'-10
VARIES
32'-10
25'-6
40'-9
28'-0
35'-6
35'-0
37'-4
30'-0
33'-2
28'-6
32'-9
7'-9
35'-0
37'-6
56'-8
13'-0
44'-7
45'-0
36'-3
48'-6
51'-6
32'-9
30
169
167
185
2571
497
901
154
586
640
658
2179
-
1032
4110
1486
5918
1084
667
169
1509
421
1122
6376
3454
5906
6787
454
603
1291
771
354
1213
3060
4930
8140
8643
5497
82,169 82,702 82,854 83,734
91,774
392.8
322.0
91,330
393.1
92,307
393.5
322.2
91,863
393.8
92,459
396.0
322.9
92,015
396.3
93,339
401.3
324.5
92,895
401.6
90,240
388.2
322.0
89,796
388.5
90,737
388.7
322.2
90,293
389.0
90,773
390.8
322.9
90,329
391.0
91,201
394.9
324.5
90,757
395.2
** BARS MAY BE NON-COATED AT CONTRACTOR'S OPTION.
** PAVING BLOCK LIFTING HOOPS
WING, HORIZONTAL TRAFFIC FACE
WING, HORIZONTAL BACK FACE
WING, VERTICAL
TOP OF SLAB, TRANSVERSE, AT RAIL
PIER CAP, TOP LONGITUDINAL
PIER CAP, BOTTOM LONGITUDINAL
PIER CAP ENDS
PIER CAP HOOPS
SLAB, DIAGONALS, AT ABUTMENT
SLAB, HAIRPINS, AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB, TRANSVERSE AT ABUTMENT
SLAB TRANSVERSE ENDS, TOP
SLAB TRANSVERSE, TOP
SLAB TRANSVERSE ENDS, BOTTOM
SLAB TRANSVERSE, BOTTOM
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP, AT RAIL
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL TOP
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM, AT RAIL
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
SLAB LONGITUDINAL BOTTOM
D=3ƒ
6b8, AND 7b11
6b1, 8b4,
#8 D= 6
#7 D= 5‚
#6 D= 4•
FOR :
RE
VIS
ED 07-09 -
OP
EN
RAIL
REI
NF.
QT
YS.
CH
AN
GE
D
WHIC
H
CH
AN
GE
D
TO
TA
L
REI
NF.
QT
YS. 9605 9605 9605 9605
91,774
90,240
92,307
90,737
92,459
90,773
93,339
91,201
NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
9161 9161 9161 9161
91,330 91,863 92,015 92,895
89,796 90,293 90,329 90,757
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
LOCATION
TOTAL - LBS.
TOTAL - LBS.
SAME AS ABOVE EXCEPT ALL "h" BARS DELETED
SHAPE NO. LENGTH WEIGHT LENGTH WEIGHT LENGTH WEIGHT LENGTH
O° 15° 30° 45°
BARRIER RAILWITH
BARRIER RAILWITH
OPEN RAILWITH
OPEN RAILWITH
SUB TOTAL - LBS.
BILL OF REINFORCING STEEL FOR SUPERSTRUCTURE - BRIDGE
PIER CAPMONOLITHICWITH
PIER CAPNON-MONOLITHICWITH
SKEWWEIGHT
SKEW
ESTIMATED QUANTITIES FOR SUPERSTRUCTURE - BRIDGE
0° 15° 30° 45° 0° 15° 30° 45°
REINFORCING STEEL
C.Y.
LBS.
LIN. FT.
ITEM
REINFORCING STEEL
C.Y.
LBS.
CONCRETE BARRIER OR OPEN RAIL
BARRIER RAIL
WITH
OPEN RAIL
WITH
WITH MONOLITHIC PIER CAP WITH NON-MONOLITHIC PIER CAP
NO. NO. NO.BAR
*STRUCTURAL CONCRETE (`BRIDGE`)
*STRUCTURAL CONCRETE (`BRIDGE`)
BARRIER RAIL - SEE LIST ON RAIL SHEET J30-41-06
OPEN RAIL - SEE LIST ON RAIL SHEET J30-44-06
* INCLUDES 4 WINGS @ 0.68 C.Y. EACH AND 2 TEMPORARY PAVING BLOCKS; EXCLUDES RAIL CONCRETE.
8/23/2016 2:12:42 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-20-06 11x17_pdf.pltcfg
1'-
6
1'-
11
MI
N.
2'-
3
MI
N.
1'-
7
4'-0
1'-61'-64
6 ( TYP. )
3
1‡
9•
2
4•2@7•
1'-0 2'-0 1'-0
3
1‡
9•
2
4•2@7•
1'-0 2'-0 1'-0
3
1‡
9•
2
4•2@7•
1'-0 2'-0 1'-0
3
2
2 2
1‡
9•
2
4•2@7•
1'-0 2'-0 1'-0 1'-1
3
2
1'-6 1'-64'-0 4'-0
4'-0 4'-0
1'-6† 1'-6†
1'-8Ž 1'-8Ž 2'-1‹ 2'-1‹
7'-0 END SECTION7'-0 END SECTION
7'-0 END SECTION 7'-0 END SECTION
3
1'-61'-6
4
1'-61'-6
4
J30-20-06ALL BRIDGES
SUPERSTRUCTURE DETAILS
6t1 DOWELS
5s1
END TO END OF BARRIER RAIL
|-| PIERS
|-| ABUTMENT BEARINGS
| ABUT. BRG. - | PIER
STANDARD BARRIER RAIL SHEET.
RAIL REINFORCING SEE
FOR DETAILS OF RAIL AND
~6c
| ABUT. BRG. - | PIER
1'-
0
5h1
ƒ FILLET
8h4
8h3
8h4
PIER CAP
MONOLITHIC
PART LONGITUDINAL SECTION NEAR GUTTER LINE
DETAIL "A"
5d BARS @ 1'-0 CTR.
1'-0 CTR.
6c BARS @
5j1 BARS @ 1'-0 CTR.
„" RADIUS
BAR CHAIR NOTE:
SUPERSTRUCTURE NOTES:
8r8r
ABUTMENTS.
TO BACKFILLING BEHIND
WITH EXPANDING FOAM PRIOR
NOTE: PLUG 3"½ PVC PIPE
PIPE (`TYP.`)
3"½ PVC
44
83
4'-
9
SP
A.
2
EQ.
SP
A.
2
EQ.
5m1
4'-
9S
PA.
2
EQ.
48
SP
A.
2
EQ.
34
5m1
PIPE (`TYP.`)
3"½ PVC
~6c
6t1
5s1
A
A
5n1 (`BACK FACE`)
5n3 (`TRAFFIC FACE`)2'-10
SECTION A-A
2ƒ CL.
~6c4
~6d2
5n35n1
~4t1
~5c5-10
5m1
5c5-10
PIPE (`TYP.`)
3"½ PVC
6c4
BA
RS
CONCRETE
BE ROUGHENED
JOINT TO
CONSTRUCTION
5n1 (`BACK FACE`)
5n3 (`TRAFFIC FACE`)
= 3'-6 - 5m1
4 SPA. @ 10•
8r
6e3
5n EMBED.
RAIL BAR LIST.
& 4t1 BARS ARE INCLUDED IN BARRIER
IN SUPERSTRUCTURE BAR LIST. 5c, 6c, 6d
NOTE: 5m1, 5n1 & 5n3 BARS ARE INCLUDED
IN THE SUPERSTRUCTURE QUANTITIES.
6c3, 6c4, 5c5-10, 6d2 & 4t1 ARE INCLUDED
RAIL END SECTION. REINFORCING BARS
THESE PLANS FOR DETAILS OF BARRIER
~ NOTE: SEE END SECTION DETAILS IN
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
TO ABUTMENT AT |
SECTION NORMAL
3'-0
3" CL.
3" C
L.
5d 6c
6e3
6e4
2•" C
L.
| ROADWAY
TOP SLAB AT
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
6
6 CL.
1•"
(`BRIDGE LENGTHS 120'-150'`)
4…
(`BRIDGE LENGTHS 70'-110'`)
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
INCLUDED IN THE PRICE BID FOR STRUCTURAL CONCRETE.
COST OF FURNISHING AND PLACING 3"½ PVC PIPE IN EACH WING IS
AND END OF BRIDGE.
COMPRESSIBLE JOINT MATERIAL MUST BE USED BETWEEN PAVEMENT
NOTE THAT WHEN PORTLAND CEMENT APPROACH PAVEMENT IS PLACED,
BARRIER RAILS.
FALSEWORK SHALL BE REMOVED PRIOR TO CONSTRUCTION OF THE
AND FACILITIES TO ACCOMPLISH THE REQUIRED RESULT. SLAB
THAT THE CONTRACTOR POSSESSES THE NECESSARY EQUIPMENT
WITH A STATEMENT OF THE PROPOSED METHOD AND EVIDENCE
CONCRETE SHALL BE SUBMITTED FOR APPROVAL TOGETHER
CONSTRUCTION JOINTS. PROCEDURES FOR PLACING SLAB
THE CONCRETE SLAB IS TO BE PLACED WITH A MINIMUM OF
ALL REINFORCING SHALL BE GRADE 60.
IN PLACE. SEE "BAR CHAIR NOTE".
OR SHOWN. ALL REINFORCING STEEL IS TO BE SECURELY WIRED
REINFORCING BAR SHALL BE 2 INCHES UNLESS OTHERWISE NOTED
THE MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
THE SLAB AS SHOWN INCLUDES A • INCH INTEGRAL WEARING SURFACE.
SURFACE.
OF 20 POUNDS PER SQUARE FOOT OF ROADWAY FOR FUTURE WEARING
THIS BRIDGE IS DESIGNED FOR HL-93 LOADING PLUS AN ALLOWANCE
NOTE: REINFORCING LAYOUT IN PART PLANS 0°, 15°, 30° & 45° SKEWS ARE FOR BARRIER RAIL ONLY. SEE SHEET J30-43-06 FOR OPEN RAIL.
BAR
b SLAB
BAR
a SLAB
=`2'-6
5 SPA. @ 6
= 2'-7•
6 SPA. @ 5‚
3 @ 6 2`@`7•
6c3
6c4 6c4
=`2'-6
5 SPA. @ 6
= 2'-7•
6 SPA. @ 5‚
3 @ 6 2`@`7•
6c4 6c4
=`2'-6
5 SPA. @ 6
= 2'-7•
6 SPA. @ 5‚
3 @ 6 2`@`7•
6c4 6c4
PART PLAN 30° SKEW PART PLAN 45° SKEW
PART PLAN 0° SKEW PART PLAN 15° SKEW
1'-6
1'-6
1'-1
1'-6
1'-6
1'-1
1'-6
1'-6
1'-1
5n3
5n1
5n3
5n1
5n3
5n1
=`2'-6
5 SPA. @ 6
= 2'-7•
6 SPA. @ 5‚
3 @ 6 2`@`7•
6c3
6c4
5n1
1'-6 1'-6
6c4
5n3
RAIL END SECTION
END OF BARRIER
F.F. ABUT.
RAIL END SECTION
END OF BARRIER
F.F. ABUT.
5m1 5m1
5m1
F.F. ABUT.
RAIL END SECTION
END OF BARRIER
5m1
F.F. ABUT.
RAIL END SECTION
END OF BARRIER
WING
END OF
WING
END OF
WING
END OF
WING
END OF
(`RAILING NOT SHOWN`) (`RAILING NOT SHOWN`)
(`RAILING NOT SHOWN`) (`RAILING NOT SHOWN`)
6c36c3
5c5 - 5c10 5c5 - 5c10
5c5 - 5c105c5 - 5c10
BARS
6c3 &`6c4
BARS
6c3 &`6c4
BARS
6c3 &`6c4
BARS
6c3 &`6c4
6c4 BARS 6c4 BARS
6c4 BARS6c4 BARS
CHAIRS, AND SLAB BOLSTERS.
I.M. 451.01 REQUIREMENTS SHALL APPLY FOR BAR CHAIRS, BAR HIGH
ROWS OF BAR HIGH CHAIRS OR SLAB BOLSTERS SPACED 4'-0 APART.
3'-0 CENTERS LONGITUDINALLY AND TRANSVERSELY, OR BY CONTINUOUS
BE SUPPORTED BY INDIVIDUAL BAR CHAIRS SPACED AT NOT MORE THAN
AND TRANSVERSELY. THE BOTTOM MAT OF REINFORCING STEEL IS TO
BAR CHAIRS SPACED AT NOT MORE THAN 3'-0 CENTERS LONGITUDINALLY
TOP MAT OF REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL
RE
VIS
ED 06-12 - I.M.
RE
QUIR
EM
EN
T
AD
DE
D
TO
BA
R
CH
AIR
NO
TE.
06-12
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
TO ABUTMENT AT |
SECTION NORMAL
3'-0
3" CL.
3" C
L.
5d 6c
6e3
6e4
1•" C
L.
2•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
6e36t1
8r
8r
8e
1'-
13'-
0
3'-0
4…
4…
8r
BA
RS
1'-
3
6t2
6e4
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" CL.
3" C
L.
6c 5d
1•" C
L.
2•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
8/23/2016 2:12:44 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-21-06 11x17_pdf.pltcfg
1'-1
NOTCH
PAVING
21'-
1…
1'-
3…
NOTCHPAVIN
G
1'-
1…
1'-
7
1'-
3Š
1•
1'-1
1'-0•
SEE TABLE
5 EQUAL SPACES
J30-21-06ALL BRIDGES
SUPERSTRUCTURE DETAILS
33'-
2
OU
T
TO
OU
T
OF
SL
AB
1'-
71'-
7
1'-6
33'-
2
OU
T
TO
OU
T
OF
SL
AB
1'-
71'-
7
| PIER
GU
TT
ER
LI
NE
|
RO
AD
WA
Y
|
RO
AD
WA
Y
15°
1'-
7
15° SKEW0° SKEW
32'-0
36'-0
40'-0
44'-0
CONSTRUCTION JOINT
TRANSVERSE
GU
TT
ER
LI
NE
| ABUT. BRG.
| PIER
| ABUT. BRG.
| ABUT. BRG.
32'-0
40'-0
44'-0
CONSTRUCTION JOINTS
PERMISSIBLE TRANSVERSE
CONSTRUCTION JOINTS
PERMISSIBLE TRANSVERSE
70' BRIDGE
80' BRIDGE
90' BRIDGE
48'-0 48'-0
52'-0
56'-0 56'-0
60'-0
90' BRIDGE
80' BRIDGE
70' BRIDGE 2'-0 2'-0
30'-
0
RO
AD
WA
Y
16'-
716'-
7
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
28'-0 28'-017'-0
19'-0
21'-0 36'-0
23'-0
25'-0
27'-0
52'-0 29'-0
31'-0
33'-0 60'-0
OUT TO OUT OF SLAB = |-| ABUTMENT BEARINGS + 3'-0
90' BRIDGE
80' BRIDGE
70' BRIDGE 2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
2'-0
30'-
0
RO
AD
WA
Y
16'-
716'-
7 8e2
5j1 5j1
5j1
70' BRIDGE
80' BRIDGE
90' BRIDGE
32'-0†
36'-0†
40'-0†
44'-0†
48'-0†
56'-0†
60'-0†
28'-0†
52'-0†
17'-0
19'-0
21'-0
23'-0
25'-0
27'-0
29'-0
31'-0
33'-0
32'-0†
40'-0†
44'-0†
48'-0†
52'-0†
56'-0†
28'-0†
36'-0†
60'-0†
OUT TO OUT OF SLAB = | - | ABUTMENT BEARINGS + 3'-1‚
1'-6† 2'-2†
4'-0‚
8e2
TRANSVERSE REINFORCING STEEL LAYOUT
BOTH GUTTERS`)
5d1 BARS (`TYP
BETWEEN TOP SLAB
5j1 BARS CENTERED
100' BRIDGE
110' BRIDGE
130' BRIDGE
120' BRIDGE
140' BRIDGE
150' BRIDGE
BOTH GUTTERS`)
5d1 BARS (`TYP
BETWEEN TOP SLAB
5j1 BARS CENTERED
100' BRIDGE
110' BRIDGE
120' BRIDGE
130' BRIDGE
140' BRIDGE
150' BRIDGE
100' BRIDGE
110' BRIDGE
120' BRIDGE
130' BRIDGE
140' BRIDGE
150' BRIDGE
100' BRIDGE
110' BRIDGE
120' BRIDGE
130' BRIDGE
140' BRIDGE
150' BRIDGE
2'-6 (`TYP`)
66 SPA. @ 1'-0 = 66'-0 ; 67-6c1 (BOTTOM SLAB) & 67-5d1 (`TOP SLAB`)
76 SPA. @ 1'-0 = 76'-0 ; 77-6c1 (BOTTOM SLAB) & 77-5d1 (`TOP SLAB`)
86 SPA. @ 1'-0 = 86'-0 ; 87-6c1 (BOTTOM SLAB) & 87-5d1 (`TOP SLAB`)
96 SPA. @ 1'-0 = 96'-0 ; 97-6c1 (BOTTOM SLAB) & 97-5d1 (`TOP SLAB`)
106 SPA. @ 1'-0 = 106'-0 ; 107-6c1 (BOTTOM SLAB) & 107-5d1 (`TOP SLAB`)
116 SPA. @ 1'-0 = 116'-0 ; 117-6c1 (BOTTOM SLAB) & 117-5d1 (`TOP SLAB`)
126 SPA. @ 1'-0 = 126'-0 ; 127-6c1 (BOTTOM SLAB) & 127-5d1 (`TOP SLAB`)
136 SPA. @ 1'-0 = 136'-0 ; 137-6c1 (BOTTOM SLAB) & 137-5d1 (`TOP SLAB`)
146 SPA. @ 1'-0 = 146'-0 ; 147-6c1 (BOTTOM SLAB) & 147-5d1 (`TOP SLAB`)
66 SPA. @ 1'-0 = 66'-0 ; 67-6c1 (BOTTOM SLAB) & 67-5d1 (`TOP SLAB`)
76 SPA. @ 1'-0 = 76'-0 ; 77-6c1 (BOTTOM SLAB) & 77-5d1 (`TOP SLAB`)
86 SPA. @ 1'-0 = 86'-0 ; 87-6c1 (BOTTOM SLAB) & 87-5d1 (`TOP SLAB`)
96 SPA. @ 1'-0 = 96'-0 ; 97-6c1 (BOTTOM SLAB) & 97-5d1 (`TOP SLAB`)
106 SPA. @ 1'-0 = 106'-0 ; 107-6c1 (BOTTOM SLAB) & 107-5d1 (`TOP SLAB`)
116 SPA. @ 1'-0 = 116'-0 ; 117-6c1 (BOTTOM SLAB) & 117-5d1 (`TOP SLAB`)
126 SPA. @ 1'-0 = 126'-0 ; 127-6c1 (BOTTOM SLAB) & 127-5d1 (`TOP SLAB`)
136 SPA. @ 1'-0 = 136'-0 ; 137-6c1 (BOTTOM SLAB) & 137-5d1 (`TOP SLAB`)
146 SPA. @ 1'-0 = 146'-0 ; 147-6c1 (BOTTOM SLAB) & 147-5d1 (`TOP SLAB`)
(`34'-0`)
6c1 & 5d1
2'-6 (`TYP.`)
(̀T
YP.̀)
(`34'-0`)
6c1 & 5d1
| ABUT. BRG.
5j1
5j1
8e1
(`32'-10`)
6c1 & 5d18e1
5j1
(`26'-10`)
6c1 & 5d1
DETAIL A
DETAIL B
DETAIL A DETAIL B LINE NOTCH WITH TAR PAPER BEFORE PLACING TEMPORARY PAVING BLOCK.
NOTE: TEMPORARY PAVING BLOCK TO BE USED WITH PAVED APPROACHES ONLY.
5x1 CENTERED IN SECTION
4
7
SKEW LENGTH CONCRETE
PAVING BLOCK
TEMPORARY
29'-0
28'-0
0.7 C.Y.
0.7 C.Y.
15°
0°REINFORCING BARS
HEADER DRILLED FOR
2 X 6 KEYWAY
NOMINAL BEVELED
0° & 15° SKEW
RE
VIS
ED 07-09 -
CH
AN
GE
D
TH
E
DR
AI
N
AN
GL
ES
DE
TAILS
ON
SE
CTI
ON
A-
A.
TEMPORARY PAVING BLOCK DETAIL
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-091'-6ƒ
LE
NG
TH
OF
3•
6
1"
LEG FOR NAILING TO FORMS
HOLES IN EACH OUTSTANDING
OF DRAIN WITH 2-‚"½
WELDED TO BOTH SIDES
L1‚ X 1‚ X „ X 0'-3
SL
AB
THIC
KN
ES
S
MO
RE
TH
AN
DR
AI
N
= 5"
SPAN WEIGHT, LBS. SPAN WEIGHT, LBS.
110'-0
100'-0
90'-0
80'-0
70'-O
150'-0
140'-0
130'-0
120'-0
WEIGHT OF ONE FLOOR DRAIN
SECTION A-A
R=1'-
0
DRAIN
CONCRETE AT
IN THE SLAB
1" DEPRESSION
70'-0
100'-0
110'-0
120'-0
80'-0
| ROADWAY
| PIERS
(`USE FOR BARRIER RAIL ONLY, NOT REQUIRED FOR OPEN RAIL`)
FOR THE WELDED DRAIN SHOWN.
WITH ‚" WALL THICKNESS MAY BE SUBSTITUTED
NOTE: 4" X 8" OUTSIDE DIMENSION ROLLED TUBE
PART PLAN
FLOOR DRAIN DETAILS
FLOOR DRAIN LOCATION
90'-0
130'-0
140'-0
150'-0
39
37
35
33
32
48
45
43
41
(`WELDED`)
PLATE
‚ STEEL
3'-
0
APPLIED TO BOTTOM OF SLAB.
LIMITS OF CONCRETE SEALER
3'-0
CONCRETE SEALER LIMITS
‚
8'-6 (`TYP.`)
8'-6 (`TYP.`)
8'-6 (`TYP.`)
7'-6 (`TYP.`)
7'-6 (`TYP.`)
6'-6 (`TYP.`)
6'-6 (`TYP.`)
5'-6 (`TYP.`)
5'-6 (`TYP.`)
IN PRICE BID FOR "STRUCTURAL CONCRETE". 4 DRAINS REQUIRED.
NOTE: DRAINS ARE TO BE GALVANIZED. INCLUDE COST OF DRAINS
A A
8/23/2016 2:12:46 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-22-06 11x17_pdf.pltcfg
1'-0•
NOTCHPAVI
NG
1'-
7
1'-1
21'-
1…
1'-
3…
1'-3„
NOTCH
PA
VIN
G
1'-
7
2…
1'-
1…
1'-
3ƒ
1'-1
SEE TABLE
5 EQUAL SPACES
J30-22-06ALL BRIDGES
SUPERSTRUCTURE DETAILS
33'-
2
OU
T
TO
OU
T
OF
SL
AB
1'-
71'-
7
33'-
2
OU
T
TO
OU
T
OF
SL
AB
1'-
71'-
7
TRANSVERSE REINFORCING STEEL LAYOUT
|
RO
AD
WA
Y
30°
| PIER
45°
GU
TT
ER
LI
NE
|
RO
AD
WA
Y
| PIER | PIER
30° SKEW 45° SKEW
TRANSVERSE CONSTR. JOINTS
ALTERNATE LOCATION OF
7'-6 6'-6
CONSTRUCTION JOINTS
PERMISSIBLE TRANSVERSE
GU
TT
ER
LI
NE
8'-8 8'-8
| ABUT. BRG.
BRG.
| ABUT.
1'-
7
1'-
7
5'-
4
4'-6
OUT TO OUT OF SLAB = | - | ABUTMENT BEARINGS + 4'-3OUT TO OUT OF SLAB = | - | ABUTMENT BEARINGS + 3'-5•
CONSTRUCTION JOINT
TRANSVERSE
90' BRIDGE
80' BRIDGE
70' BRIDGE
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
90' BRIDGE
80' BRIDGE
70' BRIDGE
1'-8ƒ 6'-11‚
31'-4‚
35'-4‚
39'-4‚
43'-4‚
47'-4‚
55'-4‚
59'-4‚
27'-4‚
51'-4‚
17'-0
19'-0
21'-0
23'-0
25'-0
27'-0
29'-0
31'-0
33'-0
33'-1‚
41'-1‚
45'-1‚
49'-1‚
53'-1‚
57'-1‚
29'-1‚
36'-1‚
61'-1‚
3'-10ƒ 14'-0 14 SPA. @ 1'-0 = 14'-0
30'-
0
RO
AD
WA
Y
16'-
716'-
7
4'-4ƒ
5j1
8'-6
3'-10ƒ14'-014 SPA. @ 1'-0 = 14'-0
| PIER
90' BRIDGE
80' BRIDGE
70' BRIDGE
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
1'-0
30'-
0
RO
AD
WA
Y
16'-
716'-
7
4'-7• 27 SPA. @ 1'-0 = 27'-0
2'-1• 12'-10•
15'-0 15'-0
14'-6 12'-6
5'-1•
5j1
8e2
8e2
90' BRIDGE
80' BRIDGE
70' BRIDGE
31'-1•
35'-1•
39'-1•
43'-1•
47'-1•
55'-1•
59'-1•
27'-1•
51'-1•
34'-1•
42'-1•
46'-1•
50'-1•
54'-1•
58'-1•
30'-1•
38'-1•
62'-1•
17'-0
19'-0
21'-0
23'-0
25'-0
27'-0
29'-0
31'-0
33'-0
4'-7•
IN CONFLICT AREAS ON 30° & 45° SKEW BRIDGES.
NOTE: 5d2 BARS ARE TO PASS UNDER 8e2 BARS
100' BRIDGE
110' BRIDGE
120' BRIDGE
130' BRIDGE
140' BRIDGE
150' BRIDGE
100' BRIDGE
110' BRIDGE
120' BRIDGE
130' BRIDGE
140' BRIDGE
150' BRIDGE
100' BRIDGE
110' BRIDGE
120' BRIDGE
130' BRIDGE
140' BRIDGE
150' BRIDGE
100' BRIDGE
110' BRIDGE
120' BRIDGE
130' BRIDGE
140' BRIDGE
150' BRIDGE
5j1
8e2
(32'-10)
6c1 & 5d1
8e2
5j1
BOTH GUTTERS`)
5d1 BARS (`TYP
BETWEEN TOP SLAB
5j1 BARS CENTERED5j1 5j1
(̀T
YP.̀)
(̀T
YP.̀)
2'-3 (`TYP.`)
(`TYP.`)
(̀T
YP.̀)
(`TYP.`)
4'-0ƒ (`TYP.`) 5'-1• (`TYP.`)
15'-6 (`TYP.`)
53 SPA. @ 1'-0 = 53'-0 ; 54-6c1 (BOTTOM SLAB) & 54-5d1 (`TOP SLAB`)
63 SPA. @ 1'-0 = 63'-0 ; 64-6c1 (BOTTOM SLAB) & 64-5d1 (`TOP SLAB`)
73 SPA. @ 1'-0 = 73'-0 ; 74-6c1 (`BOTTOM SLAB) & 74-5d1 (TOP SLAB`)
83 SPA. @ 1'-0 = 83'-0 ; 84-6c1 (BOTTOM SLAB) & 84-5d1 (`TOP SLAB`)
93 SPA. @ 1'-0 = 93'-0 ; 94-6c1 (BOTTOM SLAB) & 94-5d1 (`TOP SLAB`)
103 SPA. @ 1'-0 = 103'-0 ; 104-6c1 (BOTTOM SLAB) & 104-5d1 (`TOP SLAB`)
113 SPA. @ 1'-0 = 113'-0 ; 114-6c1 (BOTTOM SLAB) & 114-5d1 (`TOP SLAB`)
123 SPA. @ 1'-0 = 123'-0 ; 124-6c1 (BOTTOM SLAB) & 124-5d1 (`TOP SLAB`)
133 SPA. @ 1'-0 = 133'-0 ; 134-6c1 (BOTTOM SLAB) & 134-5d1 (`TOP SLAB`)
15 - 5d2 (`TOP SLAB`)
15 - 6c2 (`BOTT. SLAB`)
15 - 5d2 (`TOP SLAB`)
(`32'-10`)
6c1 & 5d1
BOTH GUTTERS`)
5d1 BARS (`TYP.
BETWEEN TOP SLAB
5j1 BARS CENTERED
(`TYP.`)
39 SPA. @ 1'-0 = 39'-0; 40-6c1 (BOTT. SLAB) & 40-5d1 (`TOP SLAB`)
49 SPA. @ 1'-0 = 49'-0; 50-6c1 (BOTT. SLAB) & 50-5d1 (`TOP SLAB`)
59 SPA. @ 1'-0 = 59'-0; 60-6c1 (BOTT. SLAB) & 60-5d1 (`TOP SLAB`)
69 SPA. @ 1'-0 = 69'-0; 70-6c1 (BOTT. SLAB) & 70-5d1 (`TOP SLAB`)
79 SPA. @ 1'-0 = 79'-0; 80-6c1 (BOTT. SLAB) & 80-5d1 (`TOP SLAB`)
89 SPA. @ 1'-0 = 89'-0; 90-6c1 (BOTT. SLAB) & 90-5d1 (`TOP SLAB`)
109 SPA. @ 1'-0 = 109'-0; 110-6c1 (BOTT. SLAB) & 110-5d1 (`TOP SLAB`)
119 SPA. @ 1'-0 = 119'-0; 120-6c1 (BOTT. SLAB) & 120-5d1 (`TOP SLAB`)
(`32'-10`)
6c1 & 5d1
(`TYP.)
(`32'-10`)
6c1 & 5d1
15 - 6c2 (`BOTT. SLAB`)DETAIL B
DETAIL A DETAIL B
DETAIL A
| ABUT. BRG
(`5'-7`)
& 5d2
6c2 (`29'-9`)
& 5d2
6c2
(`29'-9`)
6c2 & 5d2
(`5'-7`)
6c2 & 5d2
| ABUT. BRG.
(`4'-2`)
6c2 & 5d2
(`31'-2`)
6c2 & 5d2
(`TOP SLAB`)
28-5d2
(`BOTT. SLAB`)
28-6c2
1'-0 = 27'-0
27 SPA. @
28-5d2 (`TOP SLAB`)
28-6c2 (`BOTT. SLAB`)
(`31'-2`)
6c2 & 5d2
(`4'-2`)
& 5d2
6c2
(`TYP.`)
99 SPA. @ 1'-0 = 99'-0; 100-6c1 (BOTT. SLAB) & 100-5d1 (`TOP SLAB`)
REINFORCING BARS
HEADER DRILLED FOR
2 X 6 KEYWAY
NOMINAL BEVELED
LINE NOTCH WITH TAR PAPER BEFORE PLACING TEMPORARY PAVING BLOCK.
NOTE: TEMPORARY PAVING BLOCK TO BE USED WITH PAVED APPROACHES ONLY.
5x1 CENTERED IN SECTION
4
7
SKEW LENGTH CONCRETE
PAVING BLOCK
TEMPORARY
40'-5
32'-7
0.9 C.Y.
0.8 C.Y.
45°
30°
30° & 45° SKEW
CONSTRUCTION JTS.
TRANSVERSE
PERMISSIBLE
RE
VIS
ED 07-09 -
CH
AN
GE
D
TH
E
DR
AI
N
AN
GL
ES
DE
TAILS
ON
SE
CTI
ON
A-
A.
TEMPORARY PAVING BLOCK DETAIL
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-091'-6ƒ
LE
NG
TH
OF
3•
6
1"
LEG FOR NAILING TO FORMS
HOLES IN EACH OUTSTANDING
OF DRAIN WITH 2-‚"½
WELDED TO BOTH SIDES
L1‚ X 1‚ X „ X 0'-3
SL
AB
THIC
KN
ES
S
MO
RE
TH
AN
DR
AI
N
= 5"
SPAN WEIGHT, LBS. SPAN WEIGHT, LBS.
110'-0
100'-0
90'-0
80'-0
70'-O
150'-0
140'-0
130'-0
120'-0
WEIGHT OF ONE FLOOR DRAIN
SECTION A-A
R=1'-
0
DRAIN
CONCRETE AT
IN THE SLAB
1" DEPRESSION
70'-0
100'-0
110'-0
120'-0
80'-0
| ROADWAY
| PIERS
(`USE FOR BARRIER RAIL ONLY, NOT REQUIRED FOR OPEN RAIL`)
FOR THE WELDED DRAIN SHOWN.
WITH ‚" WALL THICKNESS MAY BE SUBSTITUTED
NOTE: 4" X 8" OUTSIDE DIMENSION ROLLED TUBE
PART PLAN
FLOOR DRAIN DETAILS
FLOOR DRAIN LOCATION
90'-0
130'-0
140'-0
150'-0
39
37
35
33
32
48
45
43
41
(`WELDED`)
PLATE
‚ STEEL
3'-
0
APPLIED TO BOTTOM OF SLAB.
LIMITS OF CONCRETE SEALER
3'-0
CONCRETE SEALER LIMITS
‚
8'-6 (`TYP.`)
8'-6 (`TYP.`)
8'-6 (`TYP.`)
7'-6 (`TYP.`)
7'-6 (`TYP.`)
6'-6 (`TYP.`)
6'-6 (`TYP.`)
5'-6 (`TYP.`)
5'-6 (`TYP.`)
IN PRICE BID FOR "STRUCTURAL CONCRETE". 4 DRAINS REQUIRED.
NOTE: DRAINS ARE TO BE GALVANIZED. INCLUDE COST OF DRAINS
A A
8/23/2016 2:12:47 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-23-06 11x17_pdf.pltcfg
J30-23-06
PIER NOTES:
SHEET 1 OF 2
3'-
0
1'-
61'-
6
2'-2
3'-
0
1'-
6
1'-
6
3'-
0
1'-
6
3'-0
1'-6
1'-6
1'-
6
2'-2
2'-2
2'-2
| PILES| CAP
R=1'-6
| PILES
R=1'-6
| CAP
15°
| PILES
| CAP
R=1'-6
30°
| PILES
| CAP
R=1'-6
45°
| ROADWAY
EDGE OF SLAB
45° SKEW
30° SKEW
15° SKEW
0° SKEW
HALF SECTION BELOW SLAB
2'-4
2'-4
2'-4
2'-4
2
2
2
2
33'-10
† END T
O END O
F PIER C
AP
CAP DIMENSIONS ARE TYPICAL FOR ALL BRIDGES.
37'-5…
END TO
END OF
PIER
CAP
16'-7
5h1
8h3
8h2
8h3
5h1
8h2
5h1
8h3
8h2
8h3 5h1
8h2
40'-3• | T
O | EXTERIO
R PIL
ES. S
EE T
ABLE T
HIS SHEET FOR PIL
E SPA.
29'-6̂
| TO |
EXTERIOR P
ILES. SEE T
ABLE THIS SHEET F
OR PILE S
PA.
28'-6 TO | EXTERIOR PILES. SEE TABLE THIS SHEET FOR PILE SPA.
32'-10 END TO END OF PIER CAP
45'-2‚ END T
O END OF PIE
R CAP
32'-10• |
TO |
EXTERIOR
PILES. S
EE TABLE
THIS
SHEET FOR
PILE
SPA.
& | PILES
| PIER CAP
TYPE 3 TRESTLE BENT PILES
PILE ORIENTATION DETAIL FOR
05-14
FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
PIER PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE
ALL REINFORCING STEEL IS TO BE GRADE 60.
TO ACCOUNT FOR THE CONCRETE DISPLACED BY THE PILING.
IF TYPE 1 OR TYPE 2 IS USED, THE CONCRETE QUANTITIES MAY BE ADJUSTED
THE CONCRETE QUANTITIES ARE BASED ON THE USE OF TYPE 3 PILING.
MONOLITHIC PIER CAPS.
CAP STEEL AS DETAILED ON P10L STANDARD PILE DRAWING IS REQUIRED FOR
INFORMATION.
SCOURABLE LAYERS. REFER TO GENERAL PLAN NOTES FOR ADDITIONAL
SHEET. ADDITIONAL DRIVING CAPACITY MAY BE REQUIRED THROUGH
PILE BEARING REQUIRED FOR EACH BRIDGE LENGTH AS SHOWN ON THIS
PRACTICABLE, BUT IN NO CASE TO A BEARING VALUE LESS THAN THE
THE PIER PILES ARE TO BE DRIVEN TO FULL PENETRATION, IF
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
IN SUPERSTRUCTURE ESTIMATE OF QUANTITIES.
ALL MONOLITHIC PIER CAP REINFORCING AND CONCRETE IS INCLUDED
| CAP - TYPICAL
SYMMETRICAL ABOUT
BRIDGE LENGTH 70'-0 90'-0 110'-080'-0 120'-0100'-0 130'-0 140'-0 150'-0
SPACES @ 0°
TYP. PILE
SPACES @ 15°
TYP. PILE
SPACES @ 30°
TYP. PILE
SPACES @ 45°
TYP. PILE
FOR PIER (KIPS)
DESIGN LOAD
PU, STRENGTH 1
PILES
TYP. NO. OF1
4
2 3 3 3
2 3 3 3
2 2 2
7 7 8 9 10 11 12 12 12
@ 3'-2
9 SPA.
ABOUT 4'-1(`-`)
7 SPA. @
ABOUT 4'-3(`-`)
7 SPA. @
ABOUT 4'-8(`+`)
7 SPA. @
ABOUT 5'-9(`+`)
7 SPA. @
ABOUT 3'-7(`-`)
8 SPA. @
ABOUT 3'-8(`+`)
8 SPA. @
ABOUT 4'-1(`+`)
8 SPA. @
ABOUT 5'-0(`+`)
8 SPA. @
ABOUT 3'-3(`+`)
9 SPA. @
ABOUT 3'-8(`-`)
9 SPA. @
ABOUT 4'-6(`-`)
9 SPA. @
ABOUT 2'-10(`+`)
10 SPA. @
ABOUT 2'-11(`+`)
10 SPA. @
ABOUT 3'-3(`+`)
10 SPA. @
ABOUT 4'-0(`+`)
10 SPA. @
ABOUT 2'-7(`+`)
11 SPA. @
ABOUT 2'-8(`+`)
11 SPA. @
ABOUT 3'-0(`-`)
11 SPA. @
ABOUT 3'-8(`-`)
11 SPA. @
ABOUT 2'-7(`+`)
11 SPA. @
ABOUT 2'-8(`+`)
11 SPA. @
ABOUT 3'-0(`-`)
11 SPA. @
ABOUT 3'-8(`-`)
11 SPA. @
ABOUT 2'-7(`+`)
11 SPA. @
ABOUT 2'-8(`+`)
11 SPA. @
ABOUT 3'-0(`-`)
11 SPA. @
ABOUT 3'-8(`-`)
11 SPA. @
@ 4'-9
6 SPA.
ABOUT 4'-11(`+`)
6 SPA. @
ABOUT 5'-6(`-`)
6 SPA. @
ABOUT 6'-9(`-`)
6 SPA. @
@ 4'-9
6 SPA.
ABOUT 4'-11(`+`)
6 SPA. @
ABOUT 5'-6(`-`)
6 SPA. @
ABOUT 6'-9(`-`)
6 SPA. @
TYPICAL NUMBERS OF PILES AND SPACINGS AND FACTORED PIER LOADS
1
2
3
4
MAXIMUM P10L PILE SIZE AT THIS SPACING IS 14 INCHES.
MAXIMUM P10L PILE SIZE AT THIS SPACING IS 12 INCHES.
NUMBER OF PILES AND PILE LENGTH.
STRENGTH 1 PIER DESIGN LOAD INCLUDES DYNAMIC LOAD ALLOWANCE (IM), AND PIER CAP WEIGHT IS BASED ON 45° SKEW. USE THIS PU FOR DETERMINING
ALL BRIDGES
MONOLITHIC PIER CAP DETAILS
631 KIPS 699 KIPS 1039 KIPS 1134 KIPS 1234 KIPS 1346 KIPS
3
2
2
OR MORE, AND PILES 16 INCHES IN SIZE MUST BE SPACED 3'-4 OR MORE.
AND ADJUSTED AS NEEDED. PILES 10 INCHES AND 12 INCHES IN SIZE MUST BE SPACED 2'-6 OR MORE, PILES 14 INCHES IN SIZE MUST BE SPACED 2'-11
NUMBER OF PILES IS DIFFERENT THAN IN THE TABLE FOR THE BRIDGE LENGTH, THE NUMBER OF 5h1 BARS AND OTHER QUANTITIES NEED TO BE CHECKED
THIS TYPICAL NUMBER OF PLES MAY NEED TO BE MODIFIED DEPENDING ON SELECTED P10L PILE TYPE AND SIZE, HEIGHT, AND RESISTANCE. IF THE
NOTE: NUMBER OF PILES AND STIRRUPS SHOWN ARE FOR A 70'-0 BRIDGE.
776 KIPS 860 KIPS 942 KIPS
CO
RR
EC
TI
ON 05-14 -
CH
AN
GE
D
TH
E
BA
R
LA
BE
L F
RO
M
5d1 T
O 5h1 I
N
EN
CIR
CL
ED
NO
TE 1.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:12:49 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-24-06 11x17_pdf.pltcfg
J30-24-06ALL BRIDGES
MONOLITHIC PIER CAP DETAILS
SHEET 2 OF 2
1
12
CAP STEEL
2'-2
1'-
0
1'-
0
TYP. HOOP
SPACING
1'-01'-0
2 10 EQUAL PILE SPACES
2-8h4
8h25h1
4-8h3
1
12
CAP STEEL
2'-2
1'-
0
1'-
0
HALF SECTION NEAR PIERSHOWING STIRRUP SPACING AND NUMBER OF PILING
TYP. HOOP
SPACING
1'-0 1'-0
2 11 EQUAL PILE SPACES
2-8h4
8h25h1
4-8h3
1
12
CAP STEEL2'-2
1'-
0
1'-
0
1
12
CAP STEEL
2'-2
1'-
0
1'-
0
SHOWING STIRRUP SPACING AND NUMBER OF PILING
TYP. HOOP
SPACING
1'-0
1'-0
TYP. HOOP
SPACING
1'-0
1'-0
2
2
6 EQUAL PILE SPACES
1
12
CAP STEEL
2'-2
1'-
0
1'-
0
TYP. HOOP
SPACING
1'-0
1'-0
2 7 EQUAL PILE SPACES
8 EQUAL PILE SPACES
2-8h4
4-8h35h1
8h2
2-8h4
8h2 4-8h35h1
2-8h4
8h25h1
4-8h3
1
12
2'-2
1'-
0
1'-
0
HALF SECTION NEAR PIER
TYP. HOOP
SPACING
1'-0
1'-0
2 9 EQUAL PILE SPACES
2-8h4
8h25h1
4-8h3
1'-7 15'-0
16'-7
1'-
0
ƒ" FILLET
5h1
5d BARS
6c BARS
| PIER
1'-6 1'-6 INTO PIER CAP.
BE EMBEDDED 1'-0
PIER PILE IS TO
NOTE:
1'-7 15'-0
16'-7
STEEL
CAP
8h4
8h3
TYPICAL CAP SECTION
07-09
RE
VIS
ED 07-09 -
CH
AN
GE
D
TH
E
DR
AI
N
AN
GL
ES
DE
TAILS
ON
SE
CTI
ON
A-
A.
SKEW 30°, 45°
3 EQ. SPA.
SKEW 0°, 15°
2 EQ. SPA.
SKEW 45°
4 EQ. SPA.
SKEW 0°, 15°, 30°
3 EQ. SPA.
SKEW 45°
5 EQ. SPA.
SKEW 30°
4 EQ. SPA.
SKEW 0°, 15°
3 EQ. SPA.
| ROADWAY
SYMMETRICAL ABOUT
| ROADWAY
SYMMETRICAL ABOUT
SKEW 45°
3 EQ. SPA.
SKEW 0°, 15°, 30°
2 EQ. SPA.
SKEW 30°, 45°
2 EQ. SPA.
SKEW 0°, 15°
1 SPA.
SKEW 45°
2 EQ. SPA.
SKEW 0°, 15°, 30°
1 SPA.
SHEET P10L
SEE PILE DETAIL
REINFORCING.
ARE USED FOR DECK
EPOXY COATED BARS
STEEL REQUIRED IF
EPOXY COATED CAP
| OF ROADWAY AND AT EACH EXTERIOR PILE.
NOTE: BOTTOM OF CAP ELEVATIONS WILL BE REQUIRED AT THE
| OF ROADWAY AND AT EACH EXTERIOR PILE.
NOTE: BOTTOM OF CAP ELEVATIONS WILL BE REQUIRED AT THE
90'-0 BRIDGE
70'-0 & 80'-0 BRIDGES
100'-0 BRIDGE
110'-0 BRIDGE
120'-0 BRIDGE
150'-0 BRIDGES
130'-0, 140'-0 &
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:12:50 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-25-06 11x17_pdf.pltcfg
J30-25-06
2'-2
2'-2
2'-2
2'-2
| CAP
R=1'-6
R=1'-6
| CAP
R=1'-6
30°
R=1'-6
45°
| ROADWAY
EDGE OF SLAB
15° SKEW
0° SKEW
2'-4
2'-4
2'-4
2'-4
2
2
2
2
33'-10
† END T
O END O
F PIER C
AP
| CAP
15°
| CAP
SKEW
45°
SKEW
30°
PART PLAN
| PIER CAP
EDGE OF SLAB
HA
UN
CH
VA
RIE
S
1'-6 1'-6
3'-0
1'-
0
3'-
0
GR
AD
E
TO
BO
TT
OM
OF
| PIER CAP
1'-
6T
OP
OF
PIL
E
CA
P - S
EE
TA
BL
E
3Š
3Š
3Š
CAP DIMENSIONS ARE TYPICAL FOR ALL BRIDGES.
NOTE: NUMBER OF PILES AND STIRRUPS SHOWN ARE FOR A 70'-0 BRIDGE.
PART SECT A-A
B
B
ALL BRIDGES
PIER CAP DETAILS
NON-MONOLITHIC
TYP. HALF PLAN VIEW
TYP. SECTION
16'-7
5d1
6e1
45'-2‚ END T
O END OF PIE
R CAP
5d1
6c1
37'-5…
END TO
END OF
PIER
CAP
6e1
6c1
5d1
6e1 29'-6̂
| TO |
EXTERIOR P
ILES. SEE T
ABLE FOR P
ILE SPA.
32'-10• |
TO |
EXTERIOR
PILES. S
EE TABLE
FOR PI
LE SP
A.
40'-3• | T
O | EXTERIO
R PIL
ES. S
EE T
ABLE FOR PIL
E SPA.
6c1 5d1
6e1
32'-10 END TO END OF PIER CAP
28'-6 | TO | EXTERIOR PILES. SEE TABLE FOR PILE SPA.
3Š 2'-5…
5d1
6c1
JOINT MATERIAL
4 X … STRIP OF PREFORMED
ƒ" FILLET
MATERIAL
…" JOINT
5•
@ |
OF
RO
AD
WA
Y
1‡
@
EN
D
OF
CA
P
1
12
2'-2
1
12
2'-2
TYP. HOOP
SPACING
1'-0
1'-0
TYP. HOOP
SPACING
1'-0
1'-0
6 EQUAL PILE SPACES
7 EQUAL PILE SPACES
1
12
2'-2
TYP. HOOP
SPACING
1'-0
1'-0
10 EQUAL PILE SPACES
16'-5
6e1
4-6c1
4-6c1
2-6c15d1
6e1
4-6c1
4-6c12-6c1
5d1
1
12
2'-2
TYP. HOOP
SPACING
1'-0
1'-0
8 EQUAL PILE SPACES
6e1
4-6c1
4-6c1
2-6c15d1
TYP. HALF ELEVATION PIER CAP
6e1
4-6c1
4-6c1 5d1 2-6c1
1
12
2'-2
TYP. HOOP
SPACING
1'-0 1'-0
5d14-6c1
6e1
2 EQ. SPA. SKEW 45°
1 SPA. SKEW 0°,15°,30°
4 EQ. SPA. SKEW 45°
3 EQ. SPA. SKEW 15°,30°
2 EQ. SPA. SKEW 0°
3 EQ. SPA. SKEW 45°
2 EQ. SPA. SKEW 0°,15°,30°
1
12
2'-2 9 EQUAL PILE SPACES
TYP. HOOP
SPACING
1'-0
1'-0
d1
2 EQ. SPA. SKEW 30°,45°
1 SP. SKEW 0°,15°
16'-5
6e1
11 EQUAL PILE SPACES
SHEET 1 OF 2
(`LOOKING PARALLEL TO | ROADWAY`)
4-6c1
4-6c12-6c1
4-6c1
2 EQ. SPA. SKEW 45°
1 SPA. SKEW 0°,15°, 30°
2-6c1
100'-0 BRIDGE
110'-0 BRIDGE
CAP DIMENSION
BOTTOM OF
GRADE TO
80'-0 BRIDGE
90'-0 BRIDGE
70'-0 BRIDGE
120'-0 BRIDGE
130'-0 BRIDGE
140'-0 BRIDGE
150'-0 BRIDGE 5'-5•
5'-4
5'-2ƒ
5'-1•
5'-0
4'-11
4'-9ƒ
4'-8ƒ
4'-8
3 EQ. SPA. SKEW 45°
2 EQ. SPA. SKEW 0°, 15°, 30°
PART SECT B-B
A
A
& | PILES
| PIER CAP
TYPE 3 TRESTLE BENT PILES
PILE ORIENTATION DETAIL FOR
08-14
CAP FOR SQUARE AND SKEWED BRIDGES.
JOINT MATERIAL IS TO GO ALL THE WAY AROUND PIER
JOINT MATERIAL AT ENDS OF PIER CAP. NOTE THAT
SHOWING TREATMENT OF 4 x … STRIP OF PREFORMED
OF CAP
WIDTH AND LENGTH
TAR PAPER FULL
JOINT MATERIAL
PREFORMED
4 x … STRIP OF
| ROADWAY
SYMMETRICAL ABOUT
| ROADWAY
SYMMETRICAL ABOUT
| CAP 2'-10 LAP
6c1-LAP SPLICE AT
| KEYWAY
| PILE &
3'-O CTR. TO CTR.
KEYWAY AT ABOUT
1 x 8 x 2'-0 BEVELED
| CAP - TYPICAL
SYMMETRICAL ABOUT
3'-0 CTR. TO CTR.
KEYWAY AT ABOUT
1 x 8 x 2'-0 BEVELED
| KEYWAY
| PILE &
3'-0 CTR. TO CTR.
KEYWAY AT ABOUT
1 x 8 x 2'-0 BEVELED
| KEYWAY
| PILE &
3'-0 CTR. TO CTR.
KEYWAY AT ABOUT
1 x 8 x 2'-0 BEVELED
| KEYWAY
| PILE &
80'-0 BRIDGE
110'-0 BRIDGE
120'-0 BRIDGE
130'-0, 140'-0 & 150'-0 BRIDGES
RE
VIS
ED 08-14 -
TH
E
BRI
DG
E
LE
NG
THS
FO
R
TH
E
TY
P.
HA
LF
EL
EV
ATI
ON
PIE
R
CA
P
WE
RE
CH
AN
GE
D
TO
SH
OW
TH
E
CO
RR
EC
T
HA
LF
SE
CTI
ON
FO
R
TH
E
CO
RR
EC
T
LE
NG
TH.
90'-0 & 100'-0 BRIDGES
70'-0 BRIDGE
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:12:52 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-26-06 11x17_pdf.pltcfg
J30-26-06
NO. LENGTHSHAPESKEW
BRIDGE LENGTH
0°
0°
15°
15°
30°
30°
45°
ALL
110'-0 BRIDGE100'-0 BRIDGE
BRIDGE LENGTH SKEW
ALLPILING (NO.)
2'-
8
2'-8
NOTE: DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER
45°
70'-0 80'-0 90'-0 100'-0 110'-0
MARK
45°
30°
15°
0°
45°
30°
15°
0°
PIER NOTES:
6c1
5d1
6e1
WEIGHT
70'-0 BRIDGE 80'-0 BRIDGE 90'-0 BRIDGE
NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT
120'-0 BRIDGE
NO. LENGTH WEIGHT
130'-0 BRIDGE
NO. LENGTH WEIGHT
140'-0 BRIDGE
NO. LENGTH WEIGHT
150'-0 BRIDGE
NO. LENGTH WEIGHT
120'-0 130'-0 140'-0 150'-0
STEEL (LBS.)
REINFORCING
2'-10
3'-
11
6
6
D=2•
6e15d1
BILL OF REINFORCING STEEL - ONE PIER
BENT BAR DETAILS ESTIMATED QUANTITIES - ONE PIER
ALL BRIDGES
PIER CAP DETAILS
NON-MONOLITHIC
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
9'-7
11'-8
11'-8
11'-8
11'-8
22'-6
34'-6
30'-11
29'-10
2'-
6ƒ
SHEET 2 OF 2
(CU. YDS.)
CONCRETE
STRUCTURAL
6
34
34
26
26
20
10
10
10
86
414
414
317
317
676
518
464
448
6
32
26
26
20
20
10
10
10
86
390
317
317
244
676
518
464
448
6
30
23
23
23
20
10
10
10
86
365
280
280
280
676
518
464
448
6
34
34
26
26
20
10
10
10
86
414
414
317
317
676
518
464
448
6
29
29
20
20
20
10
10
10
86
353
353
244
244
676
518
464
448
6
32
22
22
22
20
10
10
10
86
390
268
268
268
676
518
464
448
6
35
24
24
24
20
10
10
10
86
426
292
292
292
676
518
464
448
6
35
24
24
24
20
10
10
10
86
426
292
292
292
676
518
464
448
6
35
24
24
24
20
10
10
10
86
426
292
292
292
676
518
464
448
7
1152
921
867
778
14.8
12.3
11.1
10.7
8
1127
884
830
814
14.8
12.3
11.1
10.7
9
1176
1018
867
851
14.8
12.3
11.1
10.7
9
1176
1018
867
851
14.8
12.3
11.1
10.7
10
1115
957
794
778
14.8
12.3
11.1
10.7
11
1152
872
818
802
14.8
12.3
11.1
10.7
12
1188
896
842
826
14.8
12.3
11.1
10.7
12
1188
896
842
826
14.8
12.3
11.1
10.7
12
1188
896
842
826
14.8
12.3
11.1
10.7
20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
PIER PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE FOR
ALL REINFORCING STEEL IS TO BE GRADE 60.
TO ACCOUNT FOR THE CONCRETE DISPLACED BY THE PILING.
IF TYPE 1 OR TYPE 2 IS USED, THE CONCRETE QUANTITIES MAY BE ADJUSTED
THE CONCRETE QUANTITIES ARE BASED ON THE USE OF TYPE 3 PILING.
INFORMATION.
SCOURABLE LAYERS. REFER TO GENERAL PLAN NOTES FOR ADDITIONAL
SHEET. ADDITIONAL DRIVING CAPACITY MAY BE REQUIRED THROUGH
PILE BEARING REQUIRED FOR EACH BRIDGE LENGTH AS SHOWN ON THIS
PRACTICABLE, BUT IN NO CASE TO A BEARING VALUE LESS THAN THE
THE PIER PILES ARE TO BE DRIVEN TO FULL PENETRATION, IF
REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
BE REQUIRED AT THE | OF ROADWAY AND AT EACH EXTERIOR PILE.
COMPENSATE FOR GRADE. THEREFORE BOTTOM OF CAP ELEVATIONS WILL
FOR SKEWED BRIDGES BOTTOM OF PIER CAP IS TO BE SLOPED TO
BRIDGE LENGTH 70'-0 90'-0 110'-080'-0 120'-0100'-0 130'-0 140'-0 150'-0
SPACES @ 0°
TYP. PILE
SPACES @ 15°
TYP. PILE
SPACES @ 30°
TYP. PILE
SPACES @ 45°
TYP. PILE
FOR PIER (KIPS)
DESIGN LOAD
PU, STRENGTH 1
PILES
TYP. NO. OF1
4
2 3 3 3
2 3 3 3
2 2 2
7 8 9 9 10 11 12 12 12
@ 3'-2
9 SPA.
ABOUT 3'-7(`-`)
8 SPA. @
ABOUT 3'-8(`+`)
8 SPA. @
ABOUT 4'-1(`+`)
8 SPA. @
ABOUT 5'-0(`+`)
8 SPA. @
ABOUT 3'-3(`+`)
9 SPA. @
ABOUT 3'-8(`-`)
9 SPA. @
ABOUT 4'-6(`-`)
9 SPA. @
ABOUT 2'-10(`+`)
10 SPA. @
ABOUT 2'-11(`+`)
10 SPA. @
ABOUT 3'-3(`+`)
10 SPA. @
ABOUT 4'-0(`+`)
10 SPA. @
ABOUT 2'-7(`+`)
11 SPA. @
ABOUT 2'-8(`+`)
11 SPA. @
ABOUT 3'-0(`-`)
11 SPA. @
ABOUT 3'-8(`-`)
11 SPA. @
ABOUT 2'-7(`+`)
11 SPA. @
ABOUT 2'-8(`+`)
11 SPA. @
ABOUT 3'-0(`-`)
11 SPA. @
ABOUT 3'-8(`-`)
11 SPA. @
ABOUT 2'-7(`+`)
11 SPA. @
ABOUT 2'-8(`+`)
11 SPA. @
ABOUT 3'-0(`-`)
11 SPA. @
ABOUT 3'-8(`-`)
11 SPA. @
@ 4'-9
6 SPA.
ABOUT 4'-11(`+`)
6 SPA. @
ABOUT 5'-6(`-`)
6 SPA. @
ABOUT 6'-9(`-`)
6 SPA. @
TYPICAL NUMBERS OF PILES AND SPACINGS AND FACTORED PIER LOADS
1
2
3
4
MAXIMUM P10L PILE SIZE AT THIS SPACING IS 14 INCHES.
MAXIMUM P10L PILE SIZE AT THIS SPACING IS 12 INCHES.
NUMBER OF PILES AND PILE LENGTH.
STRENGTH 1 PIER DESIGN LOAD INCLUDES DYNAMIC LOAD ALLOWANCE (IM), AND PIER CAP WEIGHT IS BASED ON 45° SKEW. USE THIS PU FOR DETERMINING
688 KIPS 757 KIPS 1000 KIPS 1097 KIPS 1192 KIPS 1292 KIPS 1404 KIPS
3
2
2
OR MORE, AND PILES 16 INCHES IN SIZE MUST BE SPACED 3'-4 OR MORE.
AND ADJUSTED AS NEEDED. PILES 10 INCHES AND 12 INCHES IN SIZE MUST BE SPACED 2'-6 OR MORE, PILES 14 INCHES IN SIZE MUST BE SPACED 2'-11
NUMBER OF PILES IS DIFFERENT THAN IN THE TABLE FOR THE BRIDGE LENGTH, THE NUMBER OF 5d1 BARS AND OTHER QUANTITIES NEED TO BE CHECKED
THIS TYPICAL NUMBER OF PLES MAY NEED TO BE MODIFIED DEPENDING ON SELECTED P10L PILE TYPE AND SIZE, HEIGHT, AND RESISTANCE. IF THE
834 KIPS 918 KIPS
05-14
ABOUT 4'-3(`-`)
7 SPA. @
ABOUT 4'-1(`-`)
7 SPA. @
ABOUT 4'-8(`+`)
7 SPA. @
ABOUT 5'-9(`+`)
7 SPA. @
ABOUT 3'-7(`-`)
8 SPA. @
ABOUT 3'-8(`+`)
8 SPA. @
ABOUT 4'-1(`+`)
8 SPA. @
ABOUT 5'-0(`+`)
8 SPA. @
RE
VISI
ON 05-14 -
CH
AN
GE
D
TH
E
NU
MB
ER
OF
PIL
ES
AN
D
TH
E
PIL
E
SP
ACI
NG
S
FO
R
TH
E 80'
&
90'
BRI
DG
E
LE
NG
THS.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:12:59 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-27-06 11x17_pdf.pltcfg
4'-
01'-
61'-
6
1'-61'-6
4
1'-61'-6
4
J30-27-06
| ROADWAY GUTTER LINEGUTTER LINE
1'-7 1'-7
TYP. 5s1 SPACING 1'-0
2 EQ. SPA.1'-0
BETWEEN PILES
8 PILE SPACES @ 3'-9 = 30'-0
TYP. 5s1 SPACING 1'-0
1'-0
BETWEEN PILES
TYP. 5s1 SPACING 1'-0
BETWEEN PILES
2 EQ. SPA.
ABUTMENT NOTES:
0° SKEW - TIMBER PILING
ABUTMENT DETAILS
15'-0 15'-0
TYP. 5s1 SPACING 1'-01'-0
BETWEEN PILES
TYP. 5s1 SPACING 1'-0
1'-0
BETWEEN PILES
2 EQ. SPA.
70'-0 & 80'-0 & 90'-0 BRIDGES
100'-0 & 110'-0 BRIDGES
120'-0 & 130'-0 BRIDGES
DETAIL "A"
„" RADIUS
7 PILE SPACES @ ABOUT 4'-3 = 30'-0
11 PILE SPACES @ ABOUT 2'-9 = 30'-0
9 PILE SPACES @ 3'-4 = 30'-0
WOOD PILINGPILE PLAN - 0° SKEW
5s1
150'-0 BRIDGE
140'-0 BRIDGES
12 PILE SPACES @ 2'-6 = 30'-0
1'-0
2 @ 6
6t1
| ROADWAY
6
PLAN VIEW
30'-01'-7 1'-7
6t2 DOWELS
5s1 6t2
5s1
6t1 6e4
1'-0 2" X 8" X 2'-0 BEVELED KEYWAYS
@ ABOUT 4'-0 CTRS.
6e3
6t2
| ABUT. BRG. & | PILES
SUPERSTRUCTURE QUANTITIES.
6e3, 6e4, AND 8e1 ARE INCLUDED WITH
NOT SHOWN.
NOTE: WING REINFORCING AND RAIL
& 30-6t2 DOWELS B.F.
29 SPA. @ 1'-0 = 29'-0, 30-6t1 DOWELS F.F.
8r1
8e1
8r1
& 30-6e4 DIAGONALS IN SLAB
30-6e3 HAIRPINS IN SLAB
IN SLAB
& 6e4 DIAGONALS
6e3 HAIRPINS
6t1 DOWELS,
PILING - NUMBER
BRIDGE LENGTH
NUMBER OF PILES AND ABUTMENT DESIGN LOADS
PU, STRENGTH 1 DESIGN LOAD - KIPS 377
8
70'-0
402
8
80'-0
426
8
90'-0
456
9
100'-0
485
9
110'-0
519
10
120'-0
551
10
130'-0
~`646
12
140'-0
~`684
13
150'-0
NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.
~`INCLUDES DYNAMIC LOAD ALLOWANCE
FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE
ALL REINFORCING STEEL IS TO BE GRADE 60.
TIMBER PILES SHALL NOT BE DRIVEN TO MORE THAN 160 TONS.
BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN IN DESIGN PLANS.
TIMBER PILES SHALL BE DRIVEN TO FULL PENETRATION IF PRACTICABLE
REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
PLACED ON TIMBER PILES.
DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE
WITH THE SUPERSTRUCTURE.
THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
30'-0 ROADWAY
BOTTOM OF SLAB
15'-015'-0
| ROADWAY
REAR ELEVATION
1'-
1
1'-
1
AB
UT.
BR
G.
6'-
1
@ |
6t2 6e3
5s1
6e3
1'-7 1'-7
3'-
0
JOINT
CONSTRUCTION
4'-
9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3-‡x‡x„ SPACERS
7 TURNS OF #2 BAR 21" DIAMETER,
SPIRAL AT TOP OF EACH PILE.
1'-
0ƒ
BA
RRIE
R
RAIL
1'-
0…
OP
EN
RAIL
6t1
8r
8r
8e
1'-
13'-
0
4…
4…
8r
BA
RS
1'-
3
6t2
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
3'-0
3" CL.
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" C
L.
6e3
2•" C
L.
6e4 6c 5d
1•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
3'-0
3" CL.
3" C
L.
TO ABUTMENT AT |
SECTION NORMAL
6e3
2•" C
L.
6e4 6c 5d
1•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
8/23/2016 2:13:02 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-28-06 11x17_pdf.pltcfg
1'-61'-6
4
1'-61'-6
4
J30-28-0615° SKEW - TIMBER PILING
ABUTMENT DETAILS
| ROADWAYGUTTER LINEGUTTER LINE
1'-7 1'-7
1'-0
1'-0
SPA.2 E
Q.
1'0
SPA.
2 EQ.
TYP. 5s1
SPACING
BETWEEN PILES
15'-015'-0
31'0•
31'0•
7 PILE S
PACES @ ABOUT 4
'-5 =
31'-0•
31'0•
31'0•
8 PILE S
PACES @ ABOUT 3
'-11 =
31'-0•
31'0•
9 PILE S
PACES @ ABOUT 3
'-5 =
31'-0•
1'-0
1'-0
1'-02 E
Q. SPA.
DETAIL "A"
„" RADIUS
PILE PLAN - 15° SKEW WOOD PILING
100'-0 & 110'-0 BRIDGES
10 PIL
E SPACES
@ ABOUT 3'-1
= 31'-0
•
11 PILE S
PACES @ ABOUT 2
'-10 =
31' 0•
1'-0
BETWEEN PILES
TYP. 5s1
SPACING
1'-0
BETWEEN PILES
TYP. 5s1
SPACING
1'-0
BETWEEN PILES
TYP. 5s1
SPACING
1'-0
BETWEEN PILES
TYP. 5s1
SPACING
5s2
| ROADWAY15°
PLAN VIEW
1'-6
30-6t2
DOWELS BACK F
ACE OF F
OOTING
2" X 8" X
2'-0 B
EVELED KEYWAYS
7
29 SPA. @
ABOUT 1'-0
• = 30'-0
•, 30-
6t1 DOWELS
2 @ 6
5s2
5s1
6t1
6t2
5
29 SPA. @
ABOUT 1'-0
• = 30'-0
•
31'-0•
6e3
6t1
@ ABOUT 4'-0 CTRS.
& | PILES
| ABUT. BRG.
6t2
6e4
DOWELS
6t2
WITH SUPERSTRUCTURE QUANTITIES.
6e3, 6e4 AND 8e ARE INCLUDED
AND RAIL NOT SHOWN.
NOTE: WING REINFORCING
8e2
8r2
130'-0 BRIDGE
120'-0 BRIDGE
2 EQ. S
PA
140'-0 BRIDGE
& 90'-0 BRIDGES
70'-0, 80'-0,
| ROADWAYGUTTER LINEGUTTER LINE
1'-7 1'-7
1'-0
15'-015'-0
31'0•
12 PIL
E SPACES
@ ABOUT 2'-7 =
31'-0•
1'-0
BETWEEN PILES
TYP. 5s1
SPACING
150'-0 BRIDGE
ABUTMENT NOTES:
4'-
01'-
6†
1'-
6†
8r2
& 30-
6e4 DI
AGONALS IN
SLAB
FRONT FACE O
F FOOTIN
G & 30-
6e3 HAIR
PINS I
N SLAB
IN SLAB
DIAGONALS
& 6e4
HAIRPINS
6e3
6t1 DOWELS,
PILING - NUMBER
BRIDGE LENGTH
NUMBER OF PILES AND ABUTMENT DESIGN LOADS
PU, STRENGTH 1 DESIGN LOAD - KIPS 381
8
70'-0
406
8
80'-0
429
8
90'-0
460
9
100'-0
489
9
110'-0
522
10
120'-0
555
11
130'-0
~`650
12
140'-0
~`688
13
150'-0
NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.
~`INCLUDES DYNAMIC LOAD ALLOWANCE
ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
ALL REINFORCING STEEL IS TO BE GRADE 60.
SHOWN IN DESIGN PLANS. TIMBER PILES SHALL NOT BE DRIVEN TO MORE THAN 160 TONS.
TIMBER PILES SHALL BE DRIVEN TO FULL PENETRATION IF PRACTICABLE BUT IN NO CASE TO A BEARING VALUE LESS THAN
OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR REINFORCING BAR IS TO BE 2 INCHES UNLESS
DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE PLACED ON TIMBER PILES.
THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED WITH THE SUPERSTRUCTURE.
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
BE REQUIRED AT EACH EXTERIOR PILE.
BOTTOM OF FOOTING ELEVATIONS WILL
ON THIS SKEWED ABUTMENT. THEREFORE
BE SLOPED TO COMPENSATE FOR GRADE
NOTE: THE BOTTOM OF FOOTING IS TO
30'-0 ROADWAY
BOTTOM OF SLAB
15'-015'-0
| ROADWAY
REAR ELEVATION
1'-
1
1'-
1
AB
UT.
BR
G.
6'-
1
@ |
6t2 6e3
5s1
6e3
1'-7 1'-7
3'-
0
JOINT
CONSTRUCTION
4'-
9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3-‡x‡x„ SPACERS
7 TURNS OF #2 BAR 21" DIAMETER,
SPIRAL AT TOP OF EACH PILE.
1'-
0ƒ
BA
RRIE
R
RAIL
1'-
0…
OP
EN
RAIL
6t1
8r
8r
8e
1'-
13'-
0
4…
4…
8r
BA
RS
1'-
3
6t2
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
3'-0
3" CL.
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" C
L.
6e3
2•" C
L.
6e4 6c 5d
1•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
3'-0
3" CL.
3" C
L.
TO ABUTMENT AT |
SECTION NORMAL
6e3
2•" C
L.
6e4 6c 5d
1•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
8/23/2016 2:13:04 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-29-06 11x17_pdf.pltcfg
1'-61'-6
4
1'-61'-6
4
J30-29-0630° SKEW - TIMBER PILING
ABUTMENT DETAILS
DETAIL "A"
„" RADIUS
5s2
4'-
0
| ROADWAY
& | PILES
| ABUT. BRG.
30°
6t2 DOWELS
1'-4
34'-7•
30-6t2 D
OWELS B
ACK FACE
OF FOOTI
NG
PLAN VIEW
1'-
8Ž
1'-
8Ž
@ ABOUT
4'-0 C
TRS.
6e3
6t1
6t2
29 S
PA. @ ABOUT
1'-2 = 3
3'-5•
5
2 @ 6
5s2
5s1
6t2
6t1
9
29 S
PA. @ ABOUT
1'-2 = 3
3'-5•, 3
0-6t
1 DOWELS
6e42" X 8
" X
2'-0 B
EVELED KEYWAYS
8e2
8r2
WITH SUPERSTRUCTURE QUANTITIES.
6e3, 6e4, AND 8e2 ARE INCLUDED
AND RAIL NOT SHOWN.
NOTE: WING REINFORCING
8r2
& 30-6
e4 DIA
GONALS I
N SLAB
FRONT FACE
OF FOOTI
NG &
30-6
e3 H
AIRPI
NS IN S
LAB
IN SLAB
& 6e4 DIAGONALS
6e3 HAIRPINS
6t1 DOWELS,
PILING - NUMBER
BRIDGE LENGTH
NUMBER OF PILES AND ABUTMENT DESIGN LOADS
PU, STRENGTH 1 DESIGN LOAD - KIPS 393
8
70'-0
418
8
80'-0
442
9
90'-0
472
9
100'-0
501
10
110'-0
535
10
120'-0
567
11
130'-0
~`663
12
140'-0
~`701
13
150'-0
NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.
~`INCLUDES DYNAMIC LOAD ALLOWANCE
ABUTMENT NOTES:
FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE
ALL REINFORCING STEEL IS TO BE GRADE 60.
TIMBER PILES SHALL NOT BE DRIVEN TO MORE THAN 160 TONS.
BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN IN DESIGN PLANS.
TIMBER PILES SHALL BE DRIVEN TO FULL PENETRATION IF PRACTICABLE
REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
PLACED ON TIMBER PILES.
DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE
WITH THE SUPERSTRUCTURE.
THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
BE REQUIRED AT EACH EXTERIOR PILE.
BOTTOM OF FOOTING ELEVATIONS WILL
ON THIS SKEWED ABUTMENT. THEREFORE
BE SLOPED TO COMPENSATE FOR GRADE
NOTE: THE BOTTOM OF FOOTING IS TO
30'-0 ROADWAY
BOTTOM OF SLAB
15'-015'-0
| ROADWAY
REAR ELEVATION
1'-
1
1'-
1
AB
UT.
BR
G.
6'-
1
@ |
6t2 6e3
5s1
6e3
1'-7 1'-7
3'-
0
JOINT
CONSTRUCTION
4'-
9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3-‡x‡x„ SPACERS
7 TURNS OF #2 BAR 21" DIAMETER,
SPIRAL AT TOP OF EACH PILE.
1'-
0ƒ
BA
RRIE
R
RAIL
1'-
0…
OP
EN
RAIL
6t1
8r
8r
8e
1'-
13'-
0
4…
4…
8r
BA
RS
1'-
3
6t2
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
3'-0
3" CL.
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" C
L.
6e3
2•" C
L.
6e4 6c 5d
1•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
3'-0
3" CL.
3" C
L.
TO ABUTMENT AT |
SECTION NORMAL
6e3
2•" C
L.
6e4 6c 5d
1•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
8/23/2016 2:13:06 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-30-06 11x17_pdf.pltcfg
| ROADWAY GUTTER LINEGUTTER LINE
1'-7 1'-7
TYP. s
1 SP
ACING
BETWEEN PI
LES
1'-0
1'-0 SP
A.
WOOD PILING
PILE PLAN - 30° SKEW
TYP. s
1 SP
ACING
BETWEEN PI
LES
1'-0
SPA.
34'-7•
3 EQ.
3 EQ.
1'-0
J30-30-0630° SKEW - TIMBER PILING
ABUTMENT DETAILS
15'-0 15'-0
34'-7•
| ROADWAY GUTTER LINEGUTTER LINE
1'-7 1'-7
TYP. 5s1 S
PACING
BETWEEN PI
LES
1'-0
1'-0
TYP. 5s1 S
PACING
BETWEEN PI
LES
1'-0
1'-0
TYP. s
1 SP
ACING
BETWEEN PI
LES
1'-0
34'-7•
34'-7•
1'-0
2 EQ.
SPA.
15'-0 15'-0
34'-7•
BRIDGE
150'-0
BRIDGE
140'-0
7 PI
LE SP
ACES @
ABOUT 4'-1
1 =
34'-7•
8 PI
LE SP
ACES @
ABOUT 4'-4 = 3
4'-7•
9 PI
LE SP
ACES @
ABOUT 3'-1
0 =
34'-7•
11 PIL
E SP
ACES @
ABOUT 3'-2 = 3
4'-7•
12 PIL
E SP
ACES @
ABOUT 2'-1
1 =
34'-7•
RE
VIS
ED 12-08 -
RE
VIS
ED
EN
TIR
E
SH
EE
T.
80'-0 BRIDGES
70'-0 &
100'-0 BRIDGES
90'-0 &
120'-0 BRIDGES
110'-0 &
BETWEEN PI
LES
TYP. 5s1 S
PACING1'-010 PIL
E SP
ACES @
ABOUT 3'-6 = 3
4'-7•
1'-0
34'-7•
BRIDGE
130'-0
SPA.
2 EQ.
12-08
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:13:08 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-31-06 11x17_pdf.pltcfg
1'-61'-6
4
1'-61'-6
4
J30-31-0645° SKEW - TIMBER PILING
ABUTMENT DETAILS
PLAN VIEW
AND RAIL NOT SHOWN.
NOTE: WING REINFORCING
DETAIL "A"
„" RADIUS
5s2
4'-
0
| ROADWAY
1'-0
45°
& | PILES
| ABUT. BRG.
6t2 DOWELS
1'-2
30-6t2 DO
WELS BACK FACE OF FO
OTIN
G
42'-5„
2'-
1‹
2'-
1‹
29 SPA.
@
ABO
UT 1'-5 = 41'-0„, 30-6t1
DO
WELS FRO
NT
29 SPA.
@
ABO
UT 1'-5 = 41'-0„
5
5s2
6t1
6t2
5s1
6t26e3
2 @ 6
@
ABO
UT 4'-0 CTRS.
6t1
6e4
2"
X 8"
X 2'-0 BEVELED KEY
WA
YS
WITH SUPERSTRUCTURE QUANTITIES.
6e3, 6e4, AND 8e2 ARE INCLUDED
8r2
8e2
8r2
& 30-6e4 DIA
GO
NALS IN SLAB
FACE OF FO
OTIN
G
& 30-6e3 HAIR
PIN
S IN SLAB IN SLAB
& 6e4 DIAGONALS
6e3 HAIRPINS
6t1 DOWELS,
ABUTMENT NOTES:
FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE
ALL REINFORCING STEEL IS TO BE GRADE 60.
TIMBER PILES SHALL NOT BE DRIVEN TO MORE THAN 160 TONS.
BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN IN DESIGN PLANS.
TIMBER PILES SHALL BE DRIVEN TO FULL PENETRATION IF PRACTICABLE
REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
PLACED ON TIMBER PILES.
DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE
WITH THE SUPERSTRUCTURE.
THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
BE REQUIRED AT EACH EXTERIOR PILE.
BOTTOM OF FOOTING ELEVATIONS WILL
ON THIS SKEWED ABUTMENT. THEREFORE
BE SLOPED TO COMPENSATE FOR GRADE
NOTE: THE BOTTOM OF FOOTING IS TO
30'-0 ROADWAY
BOTTOM OF SLAB
15'-015'-0
| ROADWAY
REAR ELEVATION
1'-
1
1'-
1
AB
UT.
BR
G.
6'-
1
@ |
6t2 6e3
5s1
6e3
1'-7 1'-7
3'-
0
JOINT
CONSTRUCTION
4'-
9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3-‡x‡x„ SPACERS
7 TURNS OF #2 BAR 21" DIAMETER,
SPIRAL AT TOP OF EACH PILE.
1'-
0ƒ
BA
RRIE
R
RAIL
1'-
0…
OP
EN
RAIL
6t1
8r
8r
8e
1'-
13'-
0
4…
4…
8r
BA
RS
1'-
3
6t2
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
3'-0
3" CL.
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" C
L.
6e3
2•" C
L.
6e4 6c 5d
1•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
3'-0
3" CL.
3" C
L.
TO ABUTMENT AT |
SECTION NORMAL
6e3
2•" C
L.
6e4 6c 5d
1•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
1'-1
PAVING BLOCK
TEMPORARY
SEE DETAIL "A"
*
5x1
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
8/23/2016 2:13:10 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-32-06 11x17_pdf.pltcfg
J30-32-0645° SKEW - TIMBER PILING
ABUTMENT DETAILS
WOOD PILING
PILE PLAN - 45° SKEW
1'-3
1'-3
42'-5„
TYP. 5s1
SPACIN
G
SPA.
1'-0
1'-0
1'-3
3 EQ.
TYP. 5s1
SPACIN
G
SPA.
1'-0
1'-0
1'-3
1'-3
42'-5„
42'-5„
3 EQ.
1'-3
10 SPA.
@
ABO
UT 4'-3 = 42'-5„
1'-3
1'-3
TYP. 5s1
SPACIN
G
SPA.
1'-0
1'-0
42'-5„
2 EQ.
TYP. 5s1
SPACIN
G
1'-0
1'-0
1'-3
42'-5„
1'-3
TYP. 5s1
SPACIN
G
1'-0
SPA.
4 EQ.
1'-0
1'-7 1'-715'-0 15'-0
| ROADWAY
1'-7 1'-715'-0 15'-0
GUTTER LINEGUTTER LINE GUTTER LINEGUTTER LINE
8 SPA.
@
ABO
UT 5'-4 = 42'-5„
11 S
PA.
@
ABO
UT 3'-10 = 42'-5„
12 SPA.
@
ABO
UT 3'-6 = 42'-5„
9 SPA.
@
ABO
UT 4'-9 = 42'-5„
2 EQ. SPA.
| ROADWAY
90'-0 BRIDGES
70'-0, 80'-0, &
BRIDGES
110'-0
100'-0 &
BRIDGE
120'-0
BET
WEEN PIL
ES
BET
WEEN PIL
ES
BET
WEEN PIL
ES
BRIDGE
130'-0
BET
WEEN PIL
ES
BET
WEEN PIL
ES
BRIDGE
140'-0
1'-0
1'-0
1'-3
2 EQ. SPA.
BRIDGE
150'-0
13 SPA.
@
ABO
UT 3'-3 = 42'-5„
42'-5„
BET
WEEN PIL
ES
TYP. 5s1
SPACIN
G
1'-3
PILING - NUMBER
BRIDGE LENGTH
NUMBER OF PILES AND ABUTMENT DESIGN LOADS
PU, STRENGTH 1 DESIGN LOAD - KIPS 419
9
70'-0
444
9
80'-0
468
9
90'-0
499
10
100'-0
528
10
110'-0
562
11
120'-0
595
12
130'-0
~`691
13
140'-0
~`729
14
150'-0
NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.
~`INCLUDES DYNAMIC LOAD ALLOWANCE
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:13:11 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-33-06 11x17_pdf.pltcfg
J30-33-06
BRIDGE LENGTH
UNITLOCATION
REINFORCING STEEL
NOTE: DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
ESTIMATED QUANTITIES - ONE ABUT. - 0° SKEW
UNIT
REINFORCING STEEL
UNIT
REINFORCING STEEL
QUANTITYUNIT
NO.
REINFORCING STEEL
C.Y.
LBS.
NO.
C.Y.
LBS.
NO.
C.Y.
LBS.
NO.
C.Y.
LBS.
ESTIMATED QUANTITIES - ONE ABUT. - 15° SKEW
ESTIMATED QUANTITIES - ONE ABUT. - 45° SKEW
TIMBER PILING
ABUTMENT DETAILS
QUANTITY
QUANTITY
QUANTITY
LOCATION
BRIDGE LENGTH
LOCATION
BRIDGE LENGTH
LOCATION
BRIDGE LENGTH
LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
BILL OF REINFORCING STEEL - ONE ABUTMENT - 0° SKEW70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
BILL OF REINFORCING STEEL - ONE ABUTMENT - 15° SKEW
BILL OF REINFORCING STEEL - ONE ABUTMENT - 30° SKEW
BILL OF REINFORCING STEEL - ONE ABUTMENT - 45° SKEW
BENT BAR DETAILS
ESTIMATED QUANTITIES - ONE ABUT. - 30° SKEW
STRUCTURAL CONCRETE ( BRIDGE`)
STRUCTURAL CONCRETE ( BRIDGE`)
STRUCTURAL CONCRETE ( BRIDGE`)
STRUCTURAL CONCRETE ( BRIDGE`)
BRIDGE LENGTH
BRIDGE LENGTH
BRIDGE LENGTH
BRIDGE LENGTH
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8r2
D=2•
6
2'-
6
15° SKEW
30° SKEW
45° SKEW
2'-7‚
2'-11•
3'-9
6
2'-6
5s1 & 5s2
5s1
5s2
5s2
5s2
REINFORCING STEEL - TOTAL (`LBS.`)
REINFORCING STEEL - TOTAL (`LBS.`)
REINFORCING STEEL - TOTAL (`LBS.`)
REINFORCING STEEL - TOTAL (`LBS.`)
FT.PREBORE HOLES
PREBORE HOLES FT.
PREBORE HOLES FT.
PREBORE HOLES FT.
NOTE: THE PILE SPIRALS AND SPIRAL SPACERS ARE TO BE NON-COATED REINFORCING BUT MAY BE EPOXY COATED AT THE CONTRACTORS OPTION AND EXPENSE.
WOOD PILES (TREATED)
WOOD PILES (TREATED)
WOOD PILES (TREATED)
WOOD PILES (TREATED)
6t2
4'-
1
1'-6
D=4•
#2
6t2
6t1
5s1
8r1
1'-10
38'-6
5'-7
5'-0
11'-0
32'-10
24
8
36
36
25
7
1555
31
51
302
270
287
614
1600
35
58
302
270
321
614
30
10
36
36
31
7
SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70
PILE SPIRAL
FOOTING TO SLAB DOWELS
FOOTING TO SLAB DOWELS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING LONGITUDINAL
24
8
36
36
25
7
24
8
36
36
25
7
1555
31
51
302
270
287
614
1555
31
51
302
270
287
614
27
9
36
36
28
7
1600
35
58
302
270
321
614
27
9
36
36
28
7
1645
39
64
302
270
356
614
30
10
36
36
31
7
1645
39
64
302
270
356
614
36
12
36
36
26
7
1607
46
77
302
270
298
614
39
13
36
36
28
7
1641
50
84
302
270
321
614
#2
6t2
6t1
5s2
5s1
8r2
SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70
PILE SPIRAL
FOOTING TO SLAB DOWELS
FOOTING TO SLAB DOWELS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING LONGITUDINAL
1'-10
38'-6
5'-7
5'-0
11'-3
11'-0
33'-11
1576
31
51
302
270
47
241
634
24
8
36
36
4
21
7
1576
31
51
302
270
47
241
634
24
8
36
36
4
21
7
27
9
36
36
4
24
7
1576
31
51
302
270
47
241
634
1621
35
58
302
270
47
275
634
27
9
36
36
4
24
7
30
10
36
36
4
27
7
1621
35
58
302
270
47
275
634
1666
39
64
302
270
47
310
634
33
11
36
36
4
30
7
1710
42
71
302
270
47
344
634
36
12
36
36
4
22
7
1628
46
77
302
270
47
252
634
39
13
36
36
4
24
7
1662
50
84
302
270
47
275
634
#2
6t2
6t1
5s2
5s1
8r2
SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70
PILE SPIRAL
FOOTING TO SLAB DOWELS
FOOTING TO SLAB DOWELS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING LONGITUDINAL
1'-10
38'-6
5'-7
5'-0
11'-11
11'-0
37'-6
24
8
36
36
4
28
7
1726
31
51
302
270
50
321
701
24
8
36
36
4
28
7
1726
31
51
302
270
50
321
701
27
9
36
36
4
32
7
1783
35
58
302
270
50
367
701
1783
35
58
302
270
50
367
701
27
9
36
36
4
32
7
30
10
36
36
4
27
7
30
10
36
36
4
27
7
1736
39
64
302
270
50
310
701
1736
39
64
302
270
50
310
701
33
11
36
36
4
30
7
1780
42
71
302
270
50
344
701
36
12
36
36
4
22
7
1698
46
77
302
270
50
252
701
39
13
36
36
4
24
7
1732
50
84
302
270
50
275
701
#2
6t2
6t1
5s2
5s1
8r2
SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70
PILE SPIRAL
FOOTING TO SLAB DOWELS
FOOTING TO SLAB DOWELS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING LONGITUDINAL
1'-10
38'-6
5'-7
5'-0
13'-6
11'-0
45'-3
27
9
36
36
4
40
7
27
9
36
36
4
40
7
27
9
36
36
4
40
7
2026
35
58
302
270
56
459
846
2026
35
58
302
270
56
459
846
2026
35
58
302
270
56
459
846
30
10
36
36
4
36
7
30
10
36
36
4
36
7
1990
39
64
302
270
56
413
846
1990
39
64
302
270
56
413
846
33
11
36
36
4
40
7
2046
42
71
302
270
56
459
846
36
12
36
36
4
33
7
1976
46
77
302
270
56
379
846
39
13
36
36
4
36
7
2021
50
84
302
270
56
413
846
42
14
36
36
4
39
7
2065
54
90
302
270
56
447
846
24
8
36
36
4
21
7
-
8
1555
11.6
70'-0
-
8
1555
11.6
80'-0
-
8
1555
11.6
90'-0
-
9
1600
11.6
100'-0
-
9
1600
11.6
110'-0
-
10
1645
11.5
120'-0
-
10
1645
11.5
130'-0
120
12
1607
11.4
140'-0
130
13
1641
11.3
150'-0
-
8
1576
11.0
70'-0
-
8
1576
11.0
80'-0
-
8
1576
11.0
90'-0
-
9
1621
11.0
100'-0
-
9
1621
11.0
110'-0
-
10
1666
10.9
120'-0
-
11
1710
10.9
130'-0
120
12
1628
10.8
140'-0
130
13
1662
10.7
150'-0
-
8
1726
12.3
70'-0
-
8
1726
12.3
80'-0
-
9
1783
12.2
90'-0
-
9
1783
12.2
100'-0
-
10
1736
12.2
110'-0
-
10
1736
12.2
120'-0
-
11
1780
12.2
130'-0
120
12
1698
12.1
140'-0
130
13
1732
12.0
150'-0
-
9
2026
15.2
70'-0
-
9
2026
15.2
80'-0
-
9
2026
15.1
90'-0
-
10
1990
15.1
100'-0
-
10
1990
15.1
110'-0
-
11
2046
15.1
120'-0
-
12
1976
15.0
130'-0
130
13
2021
15.0
140'-0
140
14
2065
14.9
150'-0
RE
VIS
ED 07-09 -
CO
NC
RE
TE
QU
AN
TIT
ES
CH
AN
GE
D.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
8/23/2016 2:13:14 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-34-06 11x17_pdf.pltcfg
4'-
01'-
61'-
6
1'-61'-6
4
1'-61'-6
4
J30-34-06
| ROADWAY GUTTER LINEGUTTER LINE
1'-7
1'-0
BETWEEN PILES
TYP. 5s1 SPACING
1'-0
5 EQ. SPA.
4 PILE SPACES @ 7'-6 = 30'-0
ABUTMENT NOTES:
0° SKEW - STEEL PILING
ABUTMENT DETAILS
15'-0 15'-0 1'-7
| ROADWAY GUTTER LINEGUTTER LINE
1'-0
BETWEEN PILES
TYP. 5s1 SPACING
1'-0
5 PILE SPACES @ 6'-0 = 30'-0
| ROADWAY GUTTER LINEGUTTER LINE
1'-0
BETWEEN PILES
TYP. 5s1 SPACING
1'-0
6 PILE SPACES @ 5'-0 = 30'-0
EQ. SPA.
4
EQ. SPA.
3
STEEL PILING
PILE PLAN - 0° SKEW
140'-0 & 150'-0 BRIDGES
DETAIL "A"
„" RADIUS
5s1
120'-0 & 130'-0 BRIDGES
70'-0, 80'-0, 90'-0, 100'-0, & 110'-0 BRIDGES
2 @ 6
6t1
| ROADWAY
6
PLAN VIEW
30'-01'-7 1'-7
6t2 DOWELS
5s1 6t2
5s1
6t1 6e4
1'-0 2" X 8" X 2'-0 BEVELED KEYWAYS
@ ABOUT 4'-0 CTRS.
6e3
6t2
& | PILES
| ABUT. BRG.
WITH SUPERSTRUCTURE QUANTITIES.
6e3, 6e4, AND 8e1 ARE INCLUDED
AND RAIL NOT SHOWN.
NOTE: WING REINFORCING
8r1
30-6t2 B.F. DOWELS
29 SPA. @ 1'-0 = 29'-0, 30-6t1 DOWELS F.F. &
8e1
8r1
& 30-6e4 DIAGONALS IN SLAB
& 30-6e3 HAIRPINS IN SLAB
IN SLAB
& 6e4 DIAGONALS
6e3 HAIRPINS
6t1 DOWELS,
PILING - NUMBER
BRIDGE LENGTH
NUMBER OF PILES AND ABUTMENT DESIGN LOADS
PU, STRENGTH 1 DESIGN LOAD - KIPS 377
5
70'-0
402
5
80'-0
426
5
90'-0
456
5
100'-0
485
5
110'-0
519
6
120'-0
561
6
130'-0
~`646
7
140'-0
~`684
7
150'-0
NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.
~`INCLUDES DYNAMIC LOAD ALLOWANCE
FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE
ALL REINFORCING STEEL IS TO BE GRADE 60.
IN DESIGN PLANS.
PRACTICABLE BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN
STEEL ABUTMENT PILES SHALL BE DRIVEN TO FULL PENETRATION IF
REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
BELOW ABUTMENT FOOTING, SPECIAL ANALYSIS MAY BE REQUIRED.
PLACED ON STEEL PILES. IF ROCK IS ENCOUNTERED CLOSER THAN 12'
DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE
WITH THE SUPERSTRUCTURE.
THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED
ALL PILING HP10x42.
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
30'-0 ROADWAY
BOTTOM OF SLAB
15'-015'-0
| ROADWAY
REAR ELEVATION
1'-
1
1'-
1
AB
UT.
BR
G.
6'-
1
@ |
6t2 6e3
5s1
6e3
1'-7 1'-7
3'-
0
JOINT
CONSTRUCTION
4'-
9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3-‡x‡x„ SPACERS
7 TURNS OF #2 BAR 21" DIAMETER,
SPIRAL AT TOP OF EACH PILE.
1'-
0ƒ
BA
RRIE
R
RAIL
1'-
0…
OP
EN
RAIL
6e36t1
8r
8r
8e
1'-
13'-
03'-0
4…
4…
8r
BA
RS
1'-
3
6t2
6e4
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" CL.
3" C
L.
6c 5d
1•" C
L.
2•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
TO ABUTMENT AT |
SECTION NORMAL
3'-0
3" CL.
3" C
L.
5d 6c
6e3
6e4
1•" C
L.
2•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
8/23/2016 2:13:16 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-35-06 11x17_pdf.pltcfg
1'-61'-6
4
1'-61'-6
4
J30-35-06
| ROADWAY GUTTER LINEGUTTER LINE
1'-7 1'-7
PLAN VIEW
TYP. 5s1
SPACING
BETWEEN PILES
1'-0
1'-0
5 EQ. S
PA.
15° SKEW - STEEL PILING
ABUTMENT DETAILS
15'-0 15'-0
31'-0•
4 PILE S
PACES @ ABOUT 7
'-9 =
31'-0•
TYP. 5s1
SPACING
BETWEEN PILES
1'-0
1'-0
4 EQ. S
PA.31'-
0•
5 PILE S
PACES @ ABOUT 6
'-3 =
31'-0•
TYP. 5s1
SPACING
BETWEEN PILES
1'-0
1'-0
31'-0•
6 PILE S
PACES @ ABOUT 5
'-2 =
31'-0•
STEEL PILING
PILE PLAN - 15° SKEW
140'-0 & 150'-0 BRIDGES
EQ. SPA.
3
DETAIL "A"
„" RADIUS
120'-0 & 130'-0 BRIDGES
5s2
4'-
0
| ROADWAY15°
1'-6
30-6t2
DOWELS BACK F
ACE OF F
OOTING
2" X 8" X
2'-0 B
EVELED KEYWAYS
7
2 @ 6
5s2
5s1
6t1
6t2
5
29 SPA. @
ABOUT 1'-0
•= 30'
-0•
31'-0•
6e3
6t1
@ ABOUT 4'-0 CTRS.
1'-
6†
1'-
6†
& | PILES
| ABUT. BRG.
6t2
6e4
DOWELS
6t2
29 SPA. @
ABOUT 1'-0
•= 30'
-0• 6t
1 DOWELS
8r2
8e2
WITH SUPERSTRUCTURE QUANTITIES.
6e3, 6e4, AND 8e2 ARE INCLUDED
AND RAIL NOT SHOWN.
NOTE: WING REINFORCING
8r2
& 30-
6e4 DI
AGONALS IN
SLAB
FRONT FACE O
F FOOTIN
G & 30-
6e3 HAIR
PIN IN SLAB
IN SLAB
DIAGONALS
& 6e4
HAIRPINS
6e3
6t1 DOWELS,
PILING - NUMBER
BRIDGE LENGTH
NUMBER OF PILES AND ABUTMENT DESIGN LOADS
PU, STRENGTH 1 DESIGN LOAD - KIPS 381
5
70'-0
406
5
80'-0
429
5
90'-0
460
5
100'-0
489
5
110'-0
522
6
120'-0
555
6
130'-0
~`650
7
140'-0
~`688
7
150'-0
NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.
~`INCLUDES DYNAMIC LOAD ALLOWANCE
ABUTMENT NOTES:
FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE
ALL REINFORCING STEEL IS TO BE GRADE 60.
IN DESIGN PLANS.
PRACTICABLE BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN
STEEL ABUTMENT PILES SHALL BE DRIVEN TO FULL PENETRATION IF
REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
BELOW ABUTMENT FOOTING, SPECIAL ANALYSIS MAY BE REQUIRED.
PLACED ON STEEL PILES. IF ROCK IS ENCOUNTERED CLOSER THAN 12'
DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE
WITH THE SUPERSTRUCTURE.
THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED
ALL PILING HP10x42.
10-13
100'-0 & 110'-0 BRIDGES
70'-0, 80'-0, 90'-0,
RE
VIS
ED 10-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN
PU,
ST
RE
NG
TH
LO
AD
S I
N
TA
BL
E.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
BE REQUIRED AT EACH EXTERIOR PILE.
BOTTOM OF FOOTING ELEVATIONS WILL
ON THIS SKEWED ABUTMENT. THEREFORE
BE SLOPED TO COMPENSATE FOR GRADE
NOTE: THE BOTTOM OF FOOTING IS TO
30'-0 ROADWAY
BOTTOM OF SLAB
15'-015'-0
| ROADWAY
REAR ELEVATION
1'-
1
1'-
1
AB
UT.
BR
G.
6'-
1
@ |
6t2 6e3
5s1
6e3
1'-7 1'-7
3'-
0
JOINT
CONSTRUCTION
4'-
9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3-‡x‡x„ SPACERS
7 TURNS OF #2 BAR 21" DIAMETER,
SPIRAL AT TOP OF EACH PILE.
1'-
0ƒ
BA
RRIE
R
RAIL
1'-
0…
OP
EN
RAIL
6e36t1
8r
8r
8e
1'-
13'-
0
3'-0
4…
4…
8r
BA
RS
1'-
3
6t2
6e4
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" CL.
3" C
L.
6c 5d
1•" C
L.
2•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
TO ABUTMENT AT |
SECTION NORMAL
3'-0
3" CL.
3" C
L.
5d 6c
6e3
6e4
1•" C
L.
2•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
8/23/2016 2:13:19 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-36-06 11x17_pdf.pltcfg
1'-61'-6
4
1'-61'-6
4
J30-36-0630° SKEW - STEEL PILING
ABUTMENT DETAILS
| ROADWAY
1'-7 1'-7
PLAN VIEW
GUTTER LINEGUTTER LINE
5 PI
LE SP
ACES @
ABOUT 6'-1
1 =
34'-7•
1'-0
1'-0
BETWEEN PI
LES
5 EQ. S
PA.
15'-0 15'-0
TYP 5s
1 SP
ACING
1'-0
1'-0
BETWEEN PI
LES
TYP 5s
1 SP
ACING
STEEL PILINGPILE PLAN - 30° SKEW
DETAIL "A"
„" RADIUS
6 PI
LE SP
ACES @
ABOUT 5'-9 = 3
4'-7•
5s2
& 130'-0 BRIDGES
100'-0, 110'-0, 120'-0
70'-0, 80'-0, 90'-0,
& 150'-0 BRIDGES140'-0
4'-
0
| ROADWAY
& | PILES
| ABUT. BRG.
30°
6t2 DOWELS
1'-4
34'-7•
30-6t2 D
OWELS B
ACK FACE
OF FOOTI
NG
1'-
8Ž
1'-
8Ž
@ ABOUT
4'-0 C
TRS.
6e3
6t1
6t2
29 S
PA. @ ABOUT
1'-2 = 3
3'-5•
5
2 @ 6
5s2
5s1
6t2
6t1
9
29 S
PA. @ ABOUT
1'-2 = 3
3'-5•, 3
0-6t
1 DOWELS
6e42" X 8
" X
2'-0 B
EVELED KEYWAYS
SPA.4
EQ.
8r2
8e2
WITH SUPERSTRUCTURE QUANTITIES.
6e3, 6e4, AND 8e2 ARE INCLUDED
AND RAIL NOT SHOWN.
NOTE: WING REINFORCING
8r2
& 30-6
e4 DIA
GONALS I
N SLAB
FRONT FACE
OF FOOTI
NG &
30-6
e3 H
AIRPI
NS IN S
LAB
IN SLAB
& 6e4 DIAGONALS
6e3 HAIRPINS
6t1 DOWELS,
PILING - NUMBER
BRIDGE LENGTH
NUMBER OF PILES AND ABUTMENT DESIGN LOADS
PU, STRENGTH 1 DESIGN LOAD - KIPS 393
6
70'-0
418
6
80'-0
442
6
90'-0
472
6
100'-0
501
6
110'-0
535
6
120'-0
567
6
130'-0
~`663
7
140'-0
~`701
7
150'-0
NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.
~`INCLUDES DYNAMIC LOAD ALLOWANCE
ABUTMENT NOTES:
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE
ALL REINFORCING STEEL IS TO BE GRADE 60.
IN DESIGN PLANS.
PRACTICABLE BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN
STEEL ABUTMENT PILES SHALL BE DRIVEN TO FULL PENETRATION IF
REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
BELOW ABUTMENT FOOTING, SPECIAL ANALYSIS MAY BE REQUIRED.
PLACED ON STEEL PILES. IF ROCK IS ENCOUNTERED CLOSER THAN 12'
DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE
WITH THE SUPERSTRUCTURE.
THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED
ALL PILING HP10x42.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
BE REQUIRED AT EACH EXTERIOR PILE.
BOTTOM OF FOOTING ELEVATIONS WILL
ON THIS SKEWED ABUTMENT. THEREFORE
BE SLOPED TO COMPENSATE FOR GRADE
NOTE: THE BOTTOM OF FOOTING IS TO
30'-0 ROADWAY
BOTTOM OF SLAB
15'-015'-0
| ROADWAY
REAR ELEVATION
1'-
1
1'-
1
AB
UT.
BR
G.
6'-
1
@ |
6t2 6e3
5s1
6e3
1'-7 1'-7
3'-
0
JOINT
CONSTRUCTION
4'-
9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3-‡x‡x„ SPACERS
7 TURNS OF #2 BAR 21" DIAMETER,
SPIRAL AT TOP OF EACH PILE.
1'-
0ƒ
BA
RRIE
R
RAIL
1'-
0…
OP
EN
RAIL
6e36t1
8r
8r
8e
1'-
13'-
0
3'-0
4…
4…
8r
BA
RS
1'-
3
6t2
6e4
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" CL.
3" C
L.
6c 5d
1•" C
L.
2•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
TO ABUTMENT AT |
SECTION NORMAL
3'-0
3" CL.
3" C
L.
5d 6c
6e3
6e4
1•" C
L.
2•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
8/23/2016 2:13:22 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-37-06 11x17_pdf.pltcfg
1'-61'-6
4
1'-61'-6
4
J30-37-0645° SKEW - STEEL PILING
ABUTMENT DETAILS
AND RAIL NOT SHOWN.
NOTE: WING REINFORCING
PLAN VIEW
DETAIL "A"
„" RADIUS
5s2
4'-
0
| ROADWAY
1'-0
45°
& | PILES
| ABUT. BRG.
6t2 DOWELS
1'-2
30-6t2 DO
WELS BACK FACE OF FO
OTIN
G
42'-5„
2'-
1‹
2'-
1‹
29 SPA.
@
ABO
UT 1'-5 = 41'-0„, 30-6t1
DO
WELS FRO
NT
29 SPA.
@
ABO
UT 1'-5 = 41'-0„
5
5s2
6t1
6t2
5s1
6t26e3
2 @ 6
@
ABO
UT 4'-0 CTRS.
6t1
6e4
2"
X 8"
X 2'-0 BEVELED KEY
WA
YS
8r2
WITH SUPERSTRUCTURE QUANTITIES.
6e3, 6e4, AND 8e2 ARE INCLUDED
8r2
8e2
& 30-6e4 DIA
GO
NALS IN SLAB
FACE OF FO
OTIN
G
& 30-6e3 HAIR
PIN
S IN SLAB IN SLAB
& 6e4 DIAGONALS
6e3 HAIRPINS
6t1 DOWELS,
ABUTMENT NOTES:
FOR 20 LBS. PER SQ. FT. FUTURE WEARING SURFACE.
ABUTMENT PILING WAS DESIGNED FOR HL-93 LOADING WITH AN ALLOWANCE
ALL REINFORCING STEEL IS TO BE GRADE 60.
IN DESIGN PLANS.
PRACTICABLE BUT IN NO CASE TO A BEARING VALUE LESS THAN SHOWN
STEEL ABUTMENT PILES SHALL BE DRIVEN TO FULL PENETRATION IF
REINFORCING BAR IS TO BE 2 INCHES UNLESS OTHERWISE NOTED OR SHOWN.
THE MINIMUM CLEAR DISTANCE FROM THE FACE OF THE CONCRETE TO NEAR
BELOW ABUTMENT FOOTING, SPECIAL ANALYSIS MAY BE REQUIRED.
PLACED ON STEEL PILES. IF ROCK IS ENCOUNTERED CLOSER THAN 12'
DETAILS ON THIS SHEET ARE TO BE USED ONLY WHEN ABUTMENTS ARE
WITH THE SUPERSTRUCTURE.
THE CONCRETE AND REINFORCING STEEL FOR THE WINGS IS INCLUDED
ALL PILING HP10x42.
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
BE REQUIRED AT EACH EXTERIOR PILE.
BOTTOM OF FOOTING ELEVATIONS WILL
ON THIS SKEWED ABUTMENT. THEREFORE
BE SLOPED TO COMPENSATE FOR GRADE
NOTE: THE BOTTOM OF FOOTING IS TO
30'-0 ROADWAY
BOTTOM OF SLAB
15'-015'-0
| ROADWAY
REAR ELEVATION
1'-
1
1'-
1
AB
UT.
BR
G.
6'-
1
@ |
6t2 6e3
5s1
6e3
1'-7 1'-7
3'-
0
JOINT
CONSTRUCTION
4'-
9
PUNCHED TO HOLD SPIRAL.
3" PITCH WITH 3-‡x‡x„ SPACERS
7 TURNS OF #2 BAR 21" DIAMETER,
SPIRAL AT TOP OF EACH PILE.
1'-
0ƒ
BA
RRIE
R
RAIL
1'-
0…
OP
EN
RAIL
6e36t1
8r
8r
8e
1'-
13'-
0
3'-0
4…
4…
8r
BA
RS
1'-
3
6t2
6e4
6
6
2
EQ.
SP
A.
MI
N.
1'-
5
2'-
0
TO
P
OF
PIL
E
ABUTMENT AT GUTTERLINE
SECTION NORMAL TO
3" CL.
3" C
L.
6c 5d
1•" C
L.
2•" C
L.
5s
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
AT RAIL
TOP SLAB
b SLAB BAR
BAR
a SLAB
1'-
3
5s1
6t1
8r
4…
8r
BA
RS
2
EQ.
SP
A.
2'-
0
TO
P
OF
PIL
E6
6
8e
1'-
1
8r
3'-
0
6t2
AT |
2'-
0
TY
P.
TO ABUTMENT AT |
SECTION NORMAL
3'-0
3" CL.
3" C
L.
5d 6c
6e3
6e4
1•" C
L.
2•" C
L.
4…
TO HOLD SPIRAL
SPACERS PUNCHED
3 - L‡`x`‡`x`„
3" PITCH, WITH
OF #2 BAR, 21" DIA.,
EACH PILE. 7 TURNS
SPIRAL AT TOP OF
1'-1
PAVING BLOCK
TEMPORARY*
SEE DETAIL "A"
5x1
PAVING BLOCK
TEMPORARY
BEFORE PLACING
WITH TAR PAPER
LINE NOTCH*
| ROADWAY
TOP SLAB AT
BAR
a SLAB
b SLAB BAR
8/23/2016 2:13:23 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-38-06 11x17_pdf.pltcfg
J30-38-0645° SKEW - STEEL PILING
ABUTMENT DETAILS
STEEL PILING
PILE PLAN - 45° SKEW
NOTE: ALL PILING HP 10 X 42.
TO THE | OF THE ROADWAY AS SHOWN.
ALL PILES ARE TO BE ORIENTED WITH WEBS PERPENDICULAR
NOTE:
| ROADWAY
GUTTER LINE
1'-7 1'-7
1'-3
1'-3
1'-0
1'-0
TYP. 5s1
SPACIN
G
42'-5„
6 SPA.
@
ABO
UT 7'-1
= 42'-5„
6 EQ. SPA.
BET
WEEN PIL
ES.
15'-015'-0
1'-3
1'-3
1'-0
1'-0
TYP. 5s1
SPACIN
G
42'-5„
7 SPA.
@
ABO
UT 6'-1
= 42'-5„
5 EQ. SPA.
BET
WEEN PIL
ES.
BRIDGES
130'-0, & 140'-0
110'-0, 120'-0,
90'-0, 100'-0,
70'-0, 80'-0, BRIDGE
150'-0
1'-7 1'-715'-015'-0
| ROADWAY
GUTTER LINE
PILING - NUMBER
BRIDGE LENGTH
NUMBER OF PILES AND ABUTMENT DESIGN LOADS
PU, STRENGTH 1 DESIGN LOAD - KIPS 419
7
70'-0
444
7
80'-0
468
7
90'-0
499
7
100'-0
528
7
110'-0
562
7
120'-0
595
7
130'-0
~`691
7
140'-0
~`729
8
150'-0
NOTE: PU, STRENGTH 1 DESIGN LOAD (KIPS) IS NOT THE VALUE USED IN THE FIELD FOR DRIVING PILES.
~`INCLUDES DYNAMIC LOAD ALLOWANCE
RE
VIS
ED 06-13 -
RE
VISI
ON
FO
R
LR
FD
PIL
E
DE
SI
GN.
06-13
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:13:24 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-39-06 11x17_pdf.pltcfg
J30-39-06STEEL PILING
ABUTMENT DETAILS
BRIDGE LENGTH
UNITLOCATION
REINFORCING STEEL
ESTIMATED QUANTITIES - ONE ABUT. - 0° SKEW
UNIT
REINFORCING STEEL
UNIT
REINFORCING STEEL
QUANTITYUNIT
NO.
REINFORCING STEEL
C.Y.
LBS.
NO.
C.Y.
LBS.
NO.
C.Y.
LBS.
NO.
C.Y.
LBS.
ESTIMATED QUANTITIES - ONE ABUT. - 15° SKEW
ESTIMATED QUANTITIES - ONE ABUT. - 45° SKEW
QUANTITY
QUANTITY
QUANTITY
LOCATION
BRIDGE LENGTH
LOCATION
BRIDGE LENGTH
LOCATION
BRIDGE LENGTH
ESTIMATED QUANTITIES - ONE ABUT. - 30° SKEW
STRUCTURAL CONCRETE ( BRIDGE`)
STRUCTURAL CONCRETE ( BRIDGE`)
STRUCTURAL CONCRETE ( BRIDGE`)
STRUCTURAL CONCRETE ( BRIDGE`)
LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
BILL OF REINFORCING STEEL - ONE ABUTMENT - 0° SKEW70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
LOCATION SHAPEMARK NO. NO. NO. NO. NO.LENGTH NO. NO. NO. NO.WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
BILL OF REINFORCING STEEL - ONE ABUTMENT - 15° SKEW
BILL OF REINFORCING STEEL - ONE ABUTMENT - 30° SKEW
BILL OF REINFORCING STEEL - ONE ABUTMENT - 45° SKEW
BRIDGE LENGTH
BRIDGE LENGTH
BRIDGE LENGTH
BRIDGE LENGTH
NOTE: DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.
BENT BAR DETAILS
D=6
1'-5
1'-5
31'-0ƒ
34'-7ƒ
42'-5„
15° SKEW
30° SKEW
45° SKEW
(TYP.)
ANGLE
SKEW
8r2
D=2•
6
2'-
6
15° SKEW
30° SKEW
45° SKEW
2'-7‚
2'-11•
3'-9
6
2'-6
5s1 & 5s2
5s1
5s2
5s2
5s2
REINFORCING STEEL - TOTAL (`LBS.`)
REINFORCING STEEL - TOTAL (`LBS.`)
REINFORCING STEEL - TOTAL (`LBS.`)
REINFORCING STEEL - TOTAL (`LBS.`)
FT.PREBORE HOLES
PREBORE HOLES FT.
PREBORE HOLES FT.
PREBORE HOLES FT.
STEEL PILING HP 10 X 42
STEEL PILING HP 10 X 42
STEEL PILING HP 10 X 42
STEEL PILING HP 10 X 42
NOTE: THE PILE SPIRALS AND SPIRAL SPACERS ARE TO BE NON-COATED REINFORCING BUT MAY BE EPOXY COATED AT THE CONTRACTORS OPTION AND EXPENSE.
-
5
1558
11.1
70'-0
-
5
1558
11.1
80'-0
-
5
1558
11.1
90'-0
-
5
1558
11.1
100'-0
-
5
1558
11.1
110'-0
-
6
1581
11.1
120'-0
-
6
1581
11.1
130'-0
70
7
1579
11.1
140'-0
70
7
1579
11.1
150'-0
-
5
1579
11.5
70'-0
-
5
1579
11.5
80'-0
-
5
1579
11.5
90'-0
-
5
1579
11.5
100'-0
-
5
1579
11.5
110'-0
-
6
1602
11.5
120'-0
-
6
1602
11.5
130'-0
70
7
1600
11.5
140'-0
70
7
1600
11.5
150'-0
-
6
1729
12.8
70'-0
-
6
1729
12.8
80'-0
-
6
1729
12.8
90'-0
-
6
1729
12.8
100'-0
-
6
1729
12.8
110'-0
-
6
1729
12.8
120'-0
-
6
1729
12.8
130'-0
70
7
1739
12.8
140'-0
70
7
1739
12.8
150'-0
-
7
2028
15.7
70'-0
-
7
2028
15.7
80'-0
-
7
2028
15.7
90'-0
-
7
2028
15.7
100'-0
-
7
2028
15.7
110'-0
-
7
2028
15.7
120'-0
-
7
2028
15.7
130'-0
70
7
2028
15.7
140'-0
80
8
2038
15.7
150'-0
6t2
4'-
1
1'-6
D=4•
SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70
PILE SPIRAL
FOOTING TO SLAB DOWELS
FOOTING TO SLAB DOWELS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING LONGITUDINAL
#2
6t2
6t1
5s1
8r1
1'-10
38'-6
5'-7
5'-0
11'-0
32'-10
15
5
36
36
28
7
1558
19
32
302
270
321
614
1558
19
32
302
270
321
614
18
6
36
36
29
7
15
5
36
36
28
7
15
5
36
36
28
7
1558
19
32
302
270
321
614
1558
19
32
302
270
321
614
1581
23
39
302
270
333
614
21
7
36
36
28
7
1579
27
45
302
270
321
614
15
5
36
36
28
7
15
5
36
36
28
7
1558
19
32
302
270
321
614
18
6
36
36
29
7
1581
23
39
302
270
333
614
21
7
36
36
28
7
1579
27
45
302
270
321
614
#2
6t2
6t1
5s2
5s1
8r2
SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70
PILE SPIRAL
FOOTING TO SLAB DOWELS
FOOTING TO SLAB DOWELS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING LONGITUDINAL
#2
6t2
6t1
5s2
5s1
8r2
SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70
PILE SPIRAL
FOOTING TO SLAB DOWELS
FOOTING TO SLAB DOWELS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING LONGITUDINAL
#2
6t2
6t1
5s2
5s1
8r2
SPIRAL SPACERS - L ‡ X ‡ X „ X 0.70
PILE SPIRAL
FOOTING TO SLAB DOWELS
FOOTING TO SLAB DOWELS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING HOOPS
ABUTMENT FOOTING LONGITUDINAL
1'-10
38'-6
5'-7
5'-0
11'-3
11'-0
33'-11
15
5
36
36
4
24
7
15
5
36
36
4
24
7
15
5
36
36
4
24
7
15
5
36
36
4
24
7
15
5
36
36
4
24
7
1579
19
32
302
270
47
275
634
1579
19
32
302
270
47
275
634
1579
19
32
302
270
47
275
634
1579
19
32
302
270
47
275
634
1579
19
32
302
270
47
275
634
18
6
36
36
4
25
7
18
6
36
36
4
25
7
1602
23
39
302
270
47
287
634
1602
23
39
302
270
47
287
634
21
7
36
36
4
24
7
21
7
36
36
4
24
7
1600
27
45
302
270
47
275
634
1600
27
45
302
270
47
275
634
1'-10
38'-6
5'-7
5'-0
11'-11
11'-0
37'-6
18
6
36
36
4
30
7
18
6
36
36
4
30
7
18
6
36
36
4
30
7
18
6
36
36
4
30
7
18
6
36
36
4
30
7
1729
23
39
302
270
50
344
701
1729
23
39
302
270
50
344
701
1729
23
39
302
270
50
344
701
1729
23
39
302
270
50
344
701
1729
23
39
302
270
50
344
701
18
6
36
36
4
30
7
18
6
36
36
4
30
7
1729
23
39
302
270
50
344
701
1729
23
39
302
270
50
344
701
21
7
36
36
4
30
7
21
7
36
36
4
30
7
1739
27
45
302
270
50
344
701
1739
27
45
302
270
50
344
701
1'-10
38'-6
5'-7
5'-0
13'-6
11'-0
45'-3
21
7
36
36
4
42
7
21
7
36
36
4
42
7
21
7
36
36
4
42
7
21
7
36
36
4
42
7
21
7
36
36
4
42
7
21
7
36
36
4
42
7
21
7
36
36
4
42
7
21
7
36
36
4
42
7
2028
27
45
302
270
56
482
846
2028
27
45
302
270
56
482
846
2028
27
45
302
270
56
482
846
2028
27
45
302
270
56
482
846
2028
27
45
302
270
56
482
846
2028
27
45
302
270
56
482
846
2028
27
45
302
270
56
482
846
2028
27
45
302
270
56
482
846
2038
31
51
302
270
56
482
846
24
8
36
36
4
42
7
RE
VIS
ED 07-09 -
CO
NC
RE
TE
QU
AN
TITIE
S
CH
AN
GE
D.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
8/23/2016 2:13:26 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-40-06 11x17_pdf.pltcfg
J30-40-06BARRIER RAIL DETAILS
MIN. LAP MAX. 6
7'-0 END SECTION
5f1 5g1
5g2
A
A
ELEVATION OF BARRIER RAIL
2'-2
CONSTRUCTION JOINT
TYPICAL PERMISSIBLE
JOINT
CONSTRUCTION
JOINT
CONSTRUCTION
INTERSECTION
LINES OF
END SECTION DETAILS
SEE BARRIER RAIL
END SECTION DETAILS
SEE BARRIER RAIL
7'-0 END SECTION
PART ELEVATION VIEW
TOP AND SIDES
JOINT SEALER ON
(TYPICAL)
‚" MIN.
COATING
BREAKING
BOND
COATING.
OF BOND BREAKING
INDICATES AREA
HATCHED AREA
PART PLAN VIEW
BARRIER RAIL JOINT DETAILS
BARRIER RAIL NOTES:
*
ROADWAY WIDTH
5g2
POI
NT
S
OF
IN
TE
RS
EC
TI
ON
*
*
5g1
5f1
4
EQ
UA
L S
PA. - 5f
1 S
PA
CI
NG
1'-7
2
2'-
9†
3
3
2•
…
TY
P.
5
5
7
9•
10
2'-
0
R=10"
R=1•"3
3
1
2'-
10
PART SECTION A-A
70'-0BRIDGE LENGTH
0° 15° 30° 45°
80'-0 90'-0 100'-0 110'-0
E
C
OR
NU
MB
ER
DI
ME
NSI
ON
SKEW
TABLE OF BARRIER RAIL DIMENSIONS AND NUMBERS
120'-0 130'-0 140'-0 150'-0
6
67
66'-0
66
67'-0
81'-0
0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45° 0° 15° 30° 45°
8ƒ
67
66'-0
66
67'-5•
81'-5•
7•
68
67'-0
67
68'-3
82'-3
6
77
76'-0
76
77'-0
91'-0
7•
78
77'-0
77
78'-3
92'-3
6
87
86'-0
86
87'-0
101'-0
7•
88
87'-0
87
88'-3
102'-3
6
107
106'-0
106
107'-0
121'-0
6†
107
106'-0
106
107'-1‚
121'-1‚
7•
108
107'-0
107
108'-3
122'-3
6
117
116'-0
116
117'-0
131'-0
7•
118
117'-0
117
118'-3
132'-3
6
127
126'-0
126
127'-0
141'-0
7•
128
127'-0
127
128'-3
142'-3
6
137
136'-0
136
137'-0
151'-0
8ƒ
137
136'-0
136
137'-5•
151'-5•
7•
138
137'-0
137
138'-3
152'-3
6
147
146'-0
146
147'-0
161'-0
8ƒ
147
146'-0
146
147'-5•
161'-5•
7•
148
147'-0
147
148'-3
162'-3
INACCURACIES.
DUE TO CONSTRUCTION
THIS DIMENSION MAY VARY
VALUE FOR THIS DIMENSION.
DENOTES THE MAXIMUM
F
"A" END TO END OF BARRIER RAIL (BID LENGTH)
"B" STANDARD BARRIER RAIL SECTION
F"C" SPACES AT 1'-0 = "D" ; "E" - 5g1 & 5g2
ƒ
6†
77
76'-0
76
77'-1‚
91'-1‚
8ƒ
77
76'-0
76
77'-5•
91'-5•
6†
87
86'-0
86
87'-1‚
101'-1‚
8ƒ
87
86'-0
86
87'-5•
101'-5•
6
97
96'-0
96
97'-0
111'-0
6†
97
96'-0
96
97'-1‚
111'-1‚
8ƒ
97
96'-0
96
97'-5•
111'-5•
7•
98
97'-0
97
98'-3
112'-3
8ƒ
117
116'-0
116
117'-5•
131'-5•
6†
137
136'-0
136
137'-1‚
151'-1‚
6†
147
146'-0
146
147'-1‚
161'-1‚
6†
67
66'-0
66
67'-1‚
81'-1‚
8ƒ
107
106'-0
106
107'-5•
121'-5•
6†
117
116'-0
116
117'-1‚
131'-1‚
6†
127
126'-0
126
127'-1‚
141'-1‚
8ƒ
127
126'-0
126
127'-5•
141'-5•A (`FT.-IN.`)
B (`FT.-IN.`)
D (`FT.-IN.`)
F (`IN.`)
RE
VIS
ED 07-09 -
BR
CO
NC
RE
TE
AR
TIC
LE
NUI
MB
ER
CH
AN
GE
D.
07-2016
RE
VIS
ED 07-2016 -
RE
MO
VE
D
BA
RRIE
R
RAIL
NO
TE
ST
ATI
NG "A
LL
BA
RRIE
R
RAIL
REI
NF
OR
CI
NG
ST
EE
L IS
TO
BE I
NC
LU
DE
D
WIT
H
TH
E
SU
PE
RS
TR
UC
TU
RE
REI
NF
OR
CI
NG
ST
EE
L."
RAILS (`CAST-IN-PLACE OR SLIPFORMED METHOD).
CONCRETE IS NOT PERMITTED FOR CONCRETE BARRIER
CAST-IN-PLACE BARRIER RAILS SHALL USE CLASS C MIX. CLASS D
WITH ARTICLE 2513.03, A, 2, OF THE STANDARD SPECIFICATIONS.
WILL REQUIRE THE USE OF A CLASS BR CONCRETE IN ACCORDANCE
CONCRETE BARRIER RAILS PLACED USING THE SLIPFORM METHOD
SHALL NOT BE EPOXY COATED.
BE EPOXY COATED. OTHERWISE THE BARRIER RAIL REINFORCING
BE EPOXY COATED, ALL BARRIER RAIL REINFORCING SHALL ALSO
IF PLANS SPECIFY THAT THE REINFORCING STEEL IN THE SLAB
BARRIER RAIL = 2.84 SQUARE FEET.
CROSS SECTIONAL AREA OF THE STANDARD SECTION OF THE
THEORETICAL | GRADE.
TOP OF THE BARRIER RAIL IS TO BE PARALLEL TO THE
CERTIFICATION IS REQUIRED.
CAULKING SEALER MARKETED FOR OUTDOOR USE. NO TESTING OR
THE JOINT SEALER SHALL BE LIGHT GRAY NONSAG LATEX
COST OF THE RAILING.
WORK TO DO THE INSTALLATION IS CONSIDERED INCIDENTAL TO THE
JUNCTION BOXES AND FITTINGS INCLUDING LABOR AND ANY ADDITIONAL
IF CONDUIT IS REQUIRED IN THIS PLAN THE RIGID STEEL CONDUIT,
PLANS AND CURRENT SPECIFICATIONS.
LABOR REQUIRED TO ERECT THE RAIL IN ACCORDANCE WITH THESE
EXCLUDING REINFORCING STEEL, AND ALL OF THE EQUIPMENT AND
SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL,
ON PLAN QUANTITIES. PRICE BID FOR "CONCRETE BARRIER RAILING"
WILL BE PAID FOR AT THE CONTRACT PRICE PER LINEAL FOOT BASED
BASIS. THE NUMBER OF LINEAL FEET OF BARRIER RAIL INSTALLED
THE CONCRETE BARRIER RAIL IS TO BE BID ON A LINEAL FOOT
CONSIDERED INCIDENTAL TO OTHER CONSTRUCTION.
COST OF THE JOINT SEALER AND BOND BREAKER SHALL BE
WITH AN APPROVED BOND BREAKER.
CONSTRUCTION JOINT CONTACT SURFACES ARE TO BE COATED
BETWEEN VERTICAL BARS AT A MINIMUM SPACING OF 20 FEET.
THE PERMISSIBLE CONSTRUCTION JOINTS ARE TO BE PLACED
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:13:28 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-41-06 11x17_pdf.pltcfg
J30-41-06BARRIER RAIL DETAILS
END SECTION
CONCRETE BARRIER RAIL QUANTITIES
CONCRETE PLACEMENT SUMMARY
UNIT
L.F.CONCRETE BARRIER RAILING
BRIDGE LENGTH
0° SKEW
L.F.CONCRETE BARRIER RAILING
L.F.CONCRETE BARRIER RAILING
L.F.CONCRETE BARRIER RAILING
15° SKEW
30° SKEW
45° SKEW
70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0
STANDARD SECTION *
BRIDGE LENGTH 70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0
150'-0
150'-0
14.4
2.6
17.0
16.5
2.6
19.1
18.6
2.6
21.2
20.7
2.6
23.3
22.8
2.6
25.4
24.9
2.6
27.5
27.0
2.6
29.6
29.1
2.6
31.7
31.2
2.6
33.8
162.0
162.2
162.9
182.0
182.2
182.9
202.0
202.2
202.9
222.0
222.2
222.9
242.0
242.2
242.9
262.0
262.2
262.9
282.0
282.2
282.9
302.0
302.2
302.9
322.0
322.2
322.9
LENGTH"a"
6'-11
BRIDGE
70'
80'
90'
100'
110'
120'
130'
6'-10
7'-11
1'-2
1'-2ƒ
1'-3ƒ
1'-5
1'-6
1'-7•
1'-8ƒ5g1
5g2
1'-0
D=4ƒ
D=3ƒ
D=3ƒ
8‚ 1…
2'-
7
2'-
4
2'-
0ƒ
6‚
5Š
7
5•
5• 3ƒ
5‚
7‚
77‚
6‹
8‰
5g2 BARS
BENT BAR DETAILS
"a""a" + 1'-
3
1'-
10„
"D"= PIN DIAMETER.
NOTE: ALL DIMENSIONS ARE OUT TO OUT.
7'-1
7'-4
7'-6
7'-9
140'
150'
8'-2
8'-51'-11•
1'-10
164.5 184.5 204.5 224.5 244.5 264.5 284.5 304.5 324.5
SECTION BAR LOCATION SHAPE NO. LENGTH WEIGHT
VERTICAL
VERTICAL
LONGITUDINAL
5g1
5g2
5f1
(INCLUDE WITH SUPERSTRUCTURE REINFORCING)
5'-11
NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT
70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0BRIDGE LENGTH
NO. LENGTH WEIGHT
150'-0
SE
CTI
ON
ST
AN
DA
RD 136
36 35'-1
5'-11 963
54
5'-11
54
5'-11
54
5'-11
54
7'-9
5'-11
72
5'-11
72
8'-2
5'-11
72
5'-11
72
TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.) TOTAL (LBS.)
156
156
27'-5
176
176 7'-1
30'-9
196
196 7'-4
34'-1
216
216 7'-6
37'-5
236
236
31'-2
256
256
276
276
36'-2
296
296 8'-5
38'-8
136
6'-10 6'-11 7'-11969
33'-8
839
REINFORCING QUANTITIES SHOWN ARE BASED ON 45° SKEW BID LENGTHS.
EPOXY REINFORCING STEEL-TWO BARRIER RAILS
1827
2598
2904
1832
1703
2351
2716
1832
1580
2114
2528
1832
1456
1908
2340
1832
1333
1690
2107
1832
1210
1499
1920
1832
1086
1300
1732
1832
1125
1544
1832
1317
1832
2 X B @ 0.1052 CU. YDS. PER FT.
4 @ 0.65 CU. YDS.
TOTAL (CU. YDS.)
BASED ON 45° SKEW BID LENGTHS.
CONCRETE QUANTITIES SHOWN ARE
* SEE J30-40-06 FOR DIMENSION "B".
4 END SECTIONS @ 458 LBS.
4957 5464 5950 6461 6962 7536 8054 8602 9161
RE
VIS
ED 07-09 -
WEI
GH
T
OF
EN
D
SE
CTI
ON
S
CH
AN
GE
D
AN
D IS
RE
FL
EC
TE
D I
N
TO
TA
L
WEI
GH
T.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
8/23/2016 2:13:34 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-42-06 11x17_pdf.pltcfg
J30-42-06BARRIER RAIL END SECTION
2'-
10
4'-02'-01'-03
72'-
0
81'-8
1'-
10
3Ž
3Ž
7†
7†
5 TO 7
SLOPE
VERTICAL
7'-0 END SECTION
2'-
10
PART PLAN VIEW
1'-
7
1'-
7
2•
5
2'-01'-0 4'-0
1•
82
7•
PART ELEVATION VIEW
PART VIEW F-F
PART VIEW E-E
2• TO 24
OF WALL
SLOPE FACE
GUTTER LINE
| 1"½ HOLES
| 1"½ HOLES
WING
TOP OF
JOINT
CONSTRUCTION
BE INCLUDED IN PRICE BID FOR CONCRETE BARRIER RAILING.
PROVIDE 5 HOLES FORMED WITH 1"½ PLASTIC CONDUIT. COST TO
INTERSECTION
LINES OF
SECTION D-D.
SECTION B-B, SECTION C-C AND
CORNERS FOR VIEW A-A,
USED WHEN CONSTRUCTING THE
ARE TYPICAL AND SHALL BE
THE 10" RADIUS AND 1•" RADIUS
NOTE:
RAIL IS ROUGHENED CONCRETE.
TOP OF WING AND BARRIER
CONSTRUCTION JOINT BETWEEN
NOTE:
10
2'-
9†
2'-
10
2'-
07
3
VIEW A-A SECTION B-B SECTION D-D
2• 58
10
2
…
10
2'-
9†
2'-
10
2'-
07
3
SECTION C-C
2• 5
1'-
11
MI
N.
…
6c26c1
6c3 6c4
6c1
5d3
5c5-10
6c4
5c5-10
6c1
5d3
R=10"
R=1•"
6d1 6d2
1•
10 7•
1•
2
6d2
6d2
| 1"½ HOLES
10
10
4t1
POI
NT
S
OF I
NT
ER
SE
CTI
ON
POI
NT
S
OF I
NT
ER
SE
CTI
ON
3
7'-0 END SECTION
A B C D
FDC
BA
F
7'-0 END SECTION
2'-
10
81'-8
6c1
5c5-10
4t1
4t1
6c2
6c3
EE
6 @ 5‚= 2'-7•
3 @ 6=1'-6
1'-0• 1'-5•
1"½
HOLES
6d2
6d1
5d3
5c5-5c10
SPACING
6d
3‡
3‡
1'-
6
LEVEL OF 6d2 IN WING FOOTING.
4t1 PLACEMENT- 2 BARS EACH
NOTE:
3Ž
3Ž
6d2
1'-
62'-
3
MI
N.
29•
| 1"½ HOLES 6d2
6d1
JOINT
CONSTRUCTION
6d16d2
WI
NG
AB
UT.
3Ž
3Ž
8 8
4•
3‡2 @ 7•
2 @ 7•
= 1'-3
= 1'-3
2…
3•
2…
3•
8‚
8‚
WING
ABUT.
TOP OF
7'-0 END SECTION STANDARD RAIL
4'-0 ABUTMENT WING 3 @ 6
= 1'-6
66
6c4 6c4
6c4
SHEET FOR PLACEMENT.
STEEL. SEE WING ABUTMENT
ABUTMENT WING REINFORCING
TOP OF WING ARE THE
DASHED LINES BELOW THE
NOTE:
1'-1
1'-
1•
2•
BAR LOCATION SHAPE NO. LENGTH
6c1
6d1
6d2
VERTICAL VARIES
TOTAL WEIGHT (LBS.)
CONCRETE PLACEMENT SUMMARY SECTION TOTAL
BENT BAR DETAILS
D=4•
6
D=4•
EPOXY REINFORCING STEEL - ONE END SECTION
5c5-10
5d3
D = PIN DIAMETER.
NOTE: ALL DIMENSIONS ARE OUT TO OUT.
4
D=4•
6c2
6c3 VERTICAL
(INCLUDE WITH BARRIER RAIL REINFORCING)
0.65 CU. YD.
2'-
6
HORIZONTAL
HORIZONTAL
HORIZONTAL
BARRIER RAIL ONE END SECTION
10ƒ
11
2
D=3ƒ
4t1
4t1 VARIES
BAR "X"
5c6
5c7
5c8
5c9
5c10
5c5
0'-10‚
1'-0‚
6c2 & 6c3
6d2
6'-8
12
4
4
6
6
8
1
4 5
23
VERTICAL
WEIGHT
17
25
5'-10
81
4
458
0'-8•
3'-
96c4
6c1
6c1 & 6c4
6c4 VERTICAL 12 8'-0
4'-1
2'-10
5'-6 99
6'-9
60
1'-4
1'-2
0'-6•
VERTICAL
3'-9
0'-
11
&1̀'-
2•
2
EA.
2'-
6
6̀c2
3'-
9 6c3
ABUTMENT WING TIE BARS
(`TYP.``)
JOINT
CONSTR.
2'-
3
MI
N. (̀
TY
P.̀)
2'-
3
MI
N. (̀
TY
P.̀)
4•
3
4•
RE
VIS
ED 07-09 -
CH
AN
GE
D
SH
AP
E
OF 5c5-5c10
BA
RS.
D=3ƒ
7
"X"
5c5-5c10
2'-
2
1'-3ˆ
1'-9
‰144
ABUTMENT SHEET.
ARE SHOWN ON THE WING
DETAILS FOR PLACEMENT
ABUTMENT WING. THE
TO BE PLACED WITH THE
2`-`6d2 AND 4t1 BARS ARE
THE 6c4, 6c3, 5c5-10,
NOTE:
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
07-09
8/23/2016 2:13:35 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-43-06 11x17_pdf.pltcfg
82
1•
3
3‡
2'-4Ž1'-7‰2'-01'-0
1'-
3
1'-
02
2
3 4•1'-3
3'-04'-0
7'-0 END SECTION
1'-1
24-6c1, 5-4c4, 4-4c5
2'-
3
MI
N. (̀
TY
P.̀)
1"
= 1'-6
3`@`6
= 1'-3
2`@`7•
J30-43-06(`TL-4`)
OPEN RAIL DETAILS
JOINT
ROUGHENED6j1
PART SECTION D-D
1"
2
21'-0
4j3
1'-3
1• CLR.
6h1
(`TYP.`)
END SECTION END SECTION
1'-6 1'-0
4j2 TIES
4j3 TIES
EQ. SPA. @ 6"(`}`)
(`TYP. BETWEEN POSTS`)
6j1 (`TYP.`)
7'-0 7'-0
RAIL PANEL (`TYP.`)
2-4j3 TIES EACH END OF
3 4•
4t1
2'-
10
1'-
107
†7†
1'-88
3Ž
3Ž
1'-0
| 1"½ HOLES
2
2'-
8
1'-0
C
C
6d2
3 SPA. @ 3
1'-64j3 TIES
| END POST
| END POST
PART PLAN VIEW
ƒ"
PART ELEVATION VIEW
COATING
BREAKING
BOND
| INTERIOR POST (`TYP.`)
6h1 (`TYP.`)
4j4 (`END POST`)
4j2 (`INTERIOR POST`)
45° SKEW = 2'-2
30° SKEW = 2'-0
45° SKEW = 2'-2
30° SKEW = 2'-0
CONST. JT.
CONST. JT.
"A" = END TO END OPEN RAIL (`BID LENGTH`)
"B" = END TO END OF SLAB OPEN RAIL SECTION
TOP AND SIDES
JOINT SEALER ON
MIN. SPLICE
3'-6
81'-0
67'-0
81'-5•
67'-5•
82'-3
68'-3
91'-0
77'-0
92'-3
78'-3
101'-0
87'-0
102'-3
88'-3
121'-0
107'-0
121'-1‚
107'-1‚
122'-3
108'-3
131'-0
117'-0
132'-3
118'-3
141'-0
127'-0
142'-3
128'-3
151'-0
137'-0
151'-5•
137'-5•
152'-3
138'-3
161'-0
147'-0
161'-5•
147'-5•
162'-3
148'-3
91'-1‚
77'-1‚
91'-5•
77'-5•
101'-1‚
87'-1‚
101'-5•
87'-5•
111'-0
97'-0
111'-1‚
97'-1‚
111'-5•
97'-5•
112'-3
98'-3
131'-5•
117'-5•
151'-1‚
137'-1‚
161'-1‚
147'-1‚
81'-1‚
67'-1‚
121'-5•
107'-5•
131'-1‚
117'-1‚
141'-5•
127'-5•
141'-1‚
127'-1‚
70'-0|-| ABUT. BRG
0° 15° 30°
90'-0 100'-0 110'-0 120'-0 130'-0
0° 15° 30° 0° 15° 30° 0° 15° 30° 0° 15° 30° 0° 15° 30° 0° 15° 30°SKEW
A (`FT.-IN.`)
B (`FT.-IN.`)
OR
NU
MB
ER
DI
ME
NSI
ON
TABLE OF OPEN RAIL DIMENSIONS AND NUMBERS
80'-0 140'-0
0° 15° 30°
150'-0
0° 15° 30°45° 45° 45°45°45°45°45°45°45°
"C" POST SPACES @ "D"
D (`FT.-IN.`) 7'-9
8 8 8 8
7'-10• 7'-10• 7'-11‰ 7'-11‡
10 10 10 10 11 11 11 11
7'-3† 7'-3ƒ 7'-4‰ 7'-4• 7'-6Œ 7'-6• 7'-7ˆ 7'-7Œ
12 12 12 12 13 13 13 13 15 15 15 15
7'-9„ 7'-9‹ 7'-9• 7'-11ˆ 7'-11‰ 7'-11• 7'-11• 7'-6… 7'-6• 7'-6ƒ 7'-7„
16 16 16 16 17 17 17 17 18 18 18 18
7'-8‚ 7'-8Š 7'-8† 7'-8• 7'-9‡ 7'-9• 7'-10‰ 7'-10• 7'-11Š 7'-11… 7'-11† 7'-11•
C
1'-0
2'-
0
1•
CL
R.
4j2 6j1
2(̀
TY
P.̀)
6j1 (`TYP.`)
INTERIOR POST DETAILS
3
EQ.
SP
A.
1'-0
1•
CL
R.
4j4 6j1
2
END POST DETAILS
(̀T
YP.̀)
6j1 (`TYP.`)
3'-
0
4
EQ.
SP
A.
2'-
8
ELEVATION OF OPEN RAIL LAYOUT BID FOR CONCRETE OPEN RAILING.
CONDUIT. COST TO BE INCLUDED IN PRICE
PROVIDE 5 HOLES FORMED WITH 1"½ PLASTIC
VA
RI
AB
LE
6d2
VIEW A-A
8
6d2
1'-
6
6c2
6d1
6c3
6d1
SECTION B-B
10
6d2
4c4
6d2
2'-
3
MI
N.
2
2
1'-
62'-
3
MI
N. (T
YP)
3
WING
ABUT.
TOP OF
1• 1•
1"½ HOLES
D
D
A B C
A B C
PART PLAN VIEW
1•
5
= 2'-7•
6 SPA. @ 5‚
=`2'-6
5 SPA. @ 6
6d1 6d2
6 6
PART PLAN SECTION
6d1 BACK FACE
6d2 FRONT FACE
(`TYP.`)
‚" MIN.
COATING
OF BOND BREAKING
INDICATES AREA
HATCHED AREA
EDGE OF POST
| POST
6d2
SECTION C-C
1'-1
6d2
6
6c1
4t1
(TYP.)
JOINT
CONSTR.
1•
3‡
3Ž
3Ž
6‚
73‚
4c5
2'-
10
SLAB
BRIDGE
TOP OF
6c4
6c1,
6d1
6c1
6c2
6c3
DETAIL RAIL CHAMFER
OPEN RAIL`)
(`REQUIRED AT ENDS OF
GAP (`ƒ" MAX.`)
PERMISSIBLE
(TYP. EACH POST)
TOP AND SIDES
CHAMFER RAIL ƒ"
1'-
01'-
8
1'-
01'-
8
RE
VIS
ED 12-08 -
RE
VIS
ED
EN
D
SE
CTI
ON
SH
AP
E
AN
D
REI
NF
OR
CE
ME
NT. R
AIL
DE
PT
H
CH
AN
GE
D
TO 1'-
8.
JOINT DETAILS AT END SECTION
12-08
(`TYP.`)
BEVELED KEYWAY
1" x 4 x 1'-0
OPTIONAL JOINT
= 2'-7•
6 @ 5‚
15° SKEW = 2'-0
0° SKEW = 2'-0
15° SKEW = 2'-0
0° SKEW = 2'-0
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:13:37 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-44-06 11x17_pdf.pltcfg
10ƒ
2'-2•
3
1'-7•1ƒ
10† 2'-0 1'-7‚
J30-44-06
OPEN RAIL NOTES:
(`TL-4`)
OPEN RAIL DETAILS
BAR LOCATION SHAPE NO. LENGTH WEIGHT
TOTAL (`LBS.`)
6h1 LONGITUDINAL OPEN RAIL
6j1 VERTICAL DOWELS OPEN RAIL
4j2
4j3 HOOPS OPEN RAIL
4t1 WING FOOTING TIE BARS
4'-6
4'-8
5'-5
VARIES
4j4 HOOPS END POSTS
HOOPS INTERIOR POSTS
6'-5
NO. LENGTH WEIGHT
70'-0 80'-0 90'-0 100'-0 120'-0 130'-0 140'-0 150'-0110'-0
NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT NO. LENGTH WEIGHT
16 21
24 36 36 36 36 48 48 48 6035'-9 28'-4 31'-8 35'-0 38'-4 32'-2 34'-8 37'-2 32'-5
152
112
1027
349
4'-7
32
767
137
4494'-8
5'-5
4'-8
4994'-8
5'-5
549
5'-5
599
5'-5
698
5'-5
748
5'-5
798
5'-5
848
5'-5
184
144
200
160
4'-9
4'-8 4'-8 4'-8
5'-1
4'-8
5'-2
4'-8
5'-3
4'-8
216
176
232
192
264
224
280
240
296
256
312
272
212
32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137 32 6'-5 137
244 290 316 342 394 420 446 472
VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21 VARIES16 21
REINFORCING QUANTITIES SHOWN ARE BASED ON 45° SKEW BID LENGTHS.
883
1289 1532 1712
1267 1402 1541 1684 1950 2138 2297 2460
12371143 1426 1520 1614
1893
17081049
2073 2319 2499 29212680
5100 5799 6330 6794 7261 8061 8573 9057(`INCLUDE WITH SUPERSTRUCTURE REINFORCING`)
BRIDGE LENGTH
4'-10 4'-11
6d2
6d1 HORIZONTAL
HORIZONTAL 32 324
24 2406'-8
6'-9
6c2
6c1
16
96
4c4
6c3
20
16 4'-1
4c5
VERTICAL
VERTICAL
VERTICAL
16
4'-11
2'-10
2'-10
709
68
98
32 324
24 2406'-8
6'-9
16
20
16 4'-1
16
2'-10 68
98
32 324
24 2406'-8
6'-9
16
20
16 4'-1
16
2'-10 68
98
32 324
24 2406'-8
6'-9
16
20
16 4'-1
16
2'-10 68
98
32 324
24 2406'-8
6'-9
16
20
16 4'-1
16
2'-10 68
98
32 324
24 2406'-8
6'-9
16
20
16 4'-1
16
2'-10 68
98
32 324
24 2406'-8
6'-9
16
20
16 4'-1
16
2'-10 68
98
32 324
24 2406'-8
6'-9
16
20
16 4'-1
16
2'-10 68
98
32 324
24 2406'-8
6'-9
16
20
16 4'-1
16
2'-10 68
98
VERTICAL HOOPS
VERTICAL HOOPS 3'-1
38
33
2'-10
3'-1
38
33
2'-10
3'-1
38
33
2'-10
3'-1
38
33
2'-10
3'-1
38
33
2'-10
3'-1
38
33
2'-10
3'-1
38
33
2'-10
3'-1
38
33
2'-10
3'-1
38
33
9605
96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709 96 4'-11 709
EPOXY REINFORCING STEEL-TWO OPEN RAILS
70'-0 110'-0 120'-0 130'-0
END SECTION 4 @ 0.687 CU. YDS.
CONCRETE PLACEMENT QUANTITIES NOTE: THESE VALUES TO BE USED FOR ALL SKEWS.
TOTAL CU. YDS.
80'-0 90'-0 100'-0 140'-0 150'-0
BENT BAR DETAILS
UNIT
L.F.0° SKEW
L.F.
L.F.
L.F.
15° SKEW
30° SKEW
45° SKEW
BRIDGE LENGTH 70'-0 80'-0 90'-0 100'-0 110'-0 120'-0 130'-0 140'-0 150'-0
162.0
162.2
162.9
182.0
182.2
182.9
202.0
202.2
202.9
222.0
222.2
222.9
242.0
242.2
242.9
262.0
262.2
262.9
282.0
282.2
282.9
302.0
302.2
302.9
322.0
322.2
322.9
164.5 184.5 204.5 224.5 244.5 264.5 284.5 304.5 324.5
*STANDARD SECTION CU. YDS.
* CONCRETE QUANTITIES SHOWN ARE BASED ON 45° SKEW BID LENGTHS.
2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.8
BRIDGE LENGTH
CONCRETE OPEN RAIL QUANTITIES
CONCRETE OPEN RAILING, TL-4
CONCRETE OPEN RAILING, TL-4
CONCRETE OPEN RAILING, TL-4
CONCRETE OPEN RAILING, TL-4
6j1 BARS
LENGTH"a"BRIDGE
70' 3'-6 4'-6
80'
90'
100'
110'
120'
130'
140'
150'
3'-7
3'-8
3'-9
3'-10
3'-11
4'-1
4'-2
4'-3
4'-7
4'-8
4'-9
4'-10
4'-11
5'-1
5'-2
5'-3
D=2
4t1
0'-
11
&1̀'-
2•
8
EA.
D=4•
6c2 & 6c3
2'-
6
6̀c2
3'-
9 6c3 4
D=2
4c4 & 4c5
1'-
0 D=4•
6j1
"a"
9
4•
4•
D=2
4j2, 4j3, 4j4
9
1'-0
4j2
4j4
4j3
1'-
2•
4j2
4j4
4j3
2'-
1
1'-
4
6d2
D = PIN DIAMETER
ARE OUT TO OUT.
NOTE: ALL DIMENSIONS
1'-
2
6
9
4c4
4c5
4•
3
4•
D=4•
12.2 14.0 15.7 17.4 19.1 21.0 22.7 24.4 26.0
15.0 16.8 18.5 20.2 21.9 23.8 25.5 27.2 28.8
RE
VIS
ED 07-09 -
NU
MB
ER
OF 6d1
&
6d2
BA
RS
CH
AN
GE
D
AN
D IS
RE
FL
EC
TE
D I
N
TH
E
WEI
GH
T
CH
AN
GE.
RE
VIS
ED 07-2016 -
RE
MO
VE
D
OP
EN
RAIL
NO
TE
ST
ATI
NG "A
LL
OP
EN
RAIL
REI
NF
OR
CI
NG
ST
EE
L IS
TO
BE I
NC
LU
DE
D
WIT
H
TH
E
SU
PE
RS
TR
UC
TU
RE
REI
NF
OR
CI
NG
ST
EE
L."
THE COST OF THE RAILING.
WORK TO DO THE INSTALLATION IS CONSIDERED INCIDENTAL TO
JUNCTION BOXES AND FITTINGS INCLUDING LABOR AND ANY ADDITIONAL
IF CONDUIT IS REQUIRED IN THIS PLAN THE RIGID STEEL CONDUIT,
| GRADE.
TOP OF THE OPEN RAIL IS TO BE PARALLEL TO THEORETICAL
CERTIFICATION IS REQUIRED.
CAULKING SEALER MARKETED FOR OUTDOOR USE. NO TESTING OR
THE JOINT SEALER SHALL BE LIGHT GRAY NONSAG LATEX
SHALL NOT BE EPOXY COATED.
BE EPOXY COATED. OTHERWISE THE OPEN RAIL REINFORCING
BE EPOXY COATED, ALL OPEN RAIL REINFORCING STEEL SHALL ALSO
IF PLANS SPECIFY THAT THE REINFORCING STEEL IN THE SLAB
ALL OPEN RAIL CONCRETE IS TO BE CLASS C.
THESE PLANS AND CURRENT SPECIFICATIONS.
AND LABOR REQUIRED TO CONSTRUCT THE RAIL IN ACCORDANCE WITH
MATERIAL, EXCLUDING REINFORCING STEEL, AND ALL OF THE EQUIPMENT
RAILING, TL-4" SHALL BE FULL COMPENSATION FOR FURNISHING ALL
CONTRACT PRICE PER LINEAL FOOT. PRICE BID FOR "CONCRETE OPEN
FEET OF OPEN RAIL INSTALLED WILL BE PAID FOR AT THE
BASIS MEASURED FROM END TO END OF RAIL. THE NUMBER OF LINEAL
THE CONCRETE OPEN RAIL IS TO BE BID ON A LINEAL FOOT
INCIDENTAL TO OTHER CONSTRUCTION.
COST OF THE JOINT SEALER AND BOND BREAKER SHALL BE CONSIDERED
REINFORCING BAR IS TO BE 2" UNLESS OTHERWISE NOTED OR SHOWN.
MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR
07-2016
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:13:39 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-45-06 11x17_pdf.pltcfg
SUBDRAIN DETAILS J30-45-06
OUTLET DETAILS
DRILLED HOLES
FOR ATTACHMENT
PIN
TOP VIEW FRONT VIEW
GUARD DETAILS
REMOVABLE RODENT
ONE OF THE TWO FOLLOWING WAYS.
PIPE IS USED, THE PIPES SHOULD BE COUPLED IN
OUTLET WITH AN APPROPRIATE COUPLER. IF METAL
CORRUGATED DOUBLE-WALLED PE OR PVC PIPE
6"½ CORRUGATED METAL PIPE OUTLET, OR 4"½
SEAL THE ENTIRE OPENING WITH GROUT.
THE 6"½ METAL OUTLET PIPE, THEN FULLY
2. INSERT 1'-0 OF THE 4"½ SUBDRAIN INTO
OF 1'-0 INTO CMP.
( COUPLER MUST BE INSERTED A MINIMUM
1. USE AN INSIDE FIT REDUCER COUPLER
MATERIALS I.M. 443.01
GUARD. SEE
REMOVABLE RODENT
6'-0
ABUTMENT FACE
FORESLOPE
OF SUBDRAIN OUTLET
TYPICAL SECTION
SITUATION PLAN
TOE OF SLOPE | BRIDGE
PROTECTION LAYOUT 0° SKEW PROTECTION LAYOUT SKEWED
REFER TO SITUATION PLAN FOR NORTH ARROW.
4"½ PERFORATED
SUBDRAIN TO BE
SLOPED DOWNWARD
FROM THE | OF
ROADWAY AND
UNDERNEATH THE
SLOPE PROTECTION
AND OUTLET AS
INDICATED. RATE
OF SLOPE SHALL
NOT BE FLATTER
THAN 2%
OUTLET
SUBDRAIN
SHEET J30-46-06
SEE DETAILS ON
2 MIN.
(`IF REQUIRED`)
SLOPE PROTECTION
TUBING`)
CORRUGATED
(`POLYETHYLENE
SUBDRAIN
4"½ PERFORATED
OUTLET
SUBDRAINOUTLET
SUBDRAIN
OUTLET
SUBDRAIN
RE
VIS
ED 12-08 -
RE
MO
VE
D
GR
AN
UL
AR
BA
CKFIL
L
DE
TAILS.
12-08
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
8/23/2016 2:13:40 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-46-06 11x17_pdf.pltcfg
J30-46-06
MIN. MIN.
NO
MI
NA
L
22
3'-0} MAX.
4
6 6
EDGING DETAILS
4" x 6" TREATED TIMBER
SURFACE OF TREATED TIMBER.
VERTICALLY TO •" (}) BELOW TOP
OR REBAR. DRIVE PIN OR REBAR
| †"½ HOLES FOR •"½ x 1'-6 STEEL PIN
SUBDRAIN NOTES:
THE BRIDGE BERM FORESLOPE SHALL BE COMPACTED AND SHAPED AS SHOWN ON
THE MACADAM STONE SHALL BE DEPOSITED, SPREAD, CONSOLIDATED AND SHAPED BY
MECHANICAL OR HAND METHODS THAT WILL PROVIDE UNIFORM DEPTH AND DENSITY AND
PROVIDE UNIFORM SURFACE APPEARANCE.
FORESLOPE SHALL BE FIRM WHEN THE ENGINEERING FABRIC AND MACADAM STONE
ARE PLACED.
THESE PLANS, THE SITUATION PLAN AND AS DIRECTED BY THE ENGINEER. THE BERM
ARMORING AS SHOWN ON THESE PLANS.
COSTS OF ALL MATERIAL AND LABOR TO CONSTRUCT THE WING
TO THE BID ITEM "STRUCTURAL CONCRETE (BRIDGE)" AND SHALL INCLUDE
PAYMENT FOR THE BRIDGE WING ARMORING SHALL BE INCIDENTAL
MACADAM STONE WING ARMORING NOTES:
DETAILS
WING ARMORING
BID FOR "STRUCTURAL CONCRETE (BRIDGE)". NO EXTRA PAYMENT WILL BE MADE.
BACKFILL, POROUS BACKFILL, AND SUBDRAIN OUTLET IS TO BE INCLUDED IN THE PRICE
THE COST OF FURNISHING AND PLACING SUBDRAIN (INCLUDING EXCAVATION), GRANULAR
DUE TO FIELD ADJUSTMENTS OF THE GRADING LAYOUT.
REQUIRED LENGTHS AND GENERAL LOCATIONS OF SUBDRAINS ARE SUBJECT TO CHANGE
GRADING LAYOUT OF BRIDGE BERMS. THE DIMENSIONS SHOWN ARE FOR ESTIMATING ONLY.
THE DIMENSIONS SHOWN FOR THE PROPOSED SUBDRAINS ARE BASED ON THE PROPOSED
SHALL CONSIST OF A 6'-0 LENGTH OF PIPE WITH A REMOVABLE RODENT GUARD.
4143.01, B, OF THE STANDARD SPECIFICATIONS. THE SUBDRAIN OUTLET
SUBDRAINS SHALL BE 4" IN DIAMETER AND BE IN ACCORDANCE WITH ARTICLE
THE BRIDGE CONTRACTOR IS TO INSTALL SUBDRAINS BEHIND THE ABUTMENT. THE
ALL SUBDRAINS AND SUBDRAIN OUTLETS REQUIRED FOR THIS STRUCTURE.
SEE J30-45-06 AND "SITUATION PLAN" SHEETS FOR DETAILS OF PLACING
4196.01, B, 3, OF THE STANDARD SPECIFICATIONS.
UNDERLAYED WITH ENGINEERING FABRIC AND BE IN ACCORDANCE WITH ARTICLE
NOTED IN THE PLANS. THE MACADAM STONE AT THESE LOCATIONS SHALL BE
FOOTING. THIS IS TYPICAL AT EACH CORNER OF THE BRIDGE UNLESS OTHERWISE
MACADAM STONE SHALL BE PLACED ALONG THE SIDE OF THE WING AND ABUTMENT
ON TOP AND STAPLED FOR CONTINUITY.
BE A MINIMUM OF ONE FOOT IN LENGTH, SHINGLE FASHION WITH UP SLOPE LAP PIECE
STANDARD SPECIFICATIONS. IF THE ENGINEERING FABRIC IS LAPPED THE LAPS SHALL
THE ENGINEERING FABRIC SHALL BE IN ACCORDANCE WITH ARTICLE 4196.01, B, 3, OF THE
STANDARD SPECIFICATIONS FOR COARSE MATERIAL ( NO CHOKE STONE IS ALLOWED`).
THE MACADAM STONE SHALL BE IN ACCORDANCE WITH ARTICLE 4122.02, OF THE
WITH SECTION 4161, OF THE STANDARD SPECIFICATIONS.
REQUIREMENTS FOR GUARDRAIL POSTS, SAWED FOUR SIDES, AND BE IN ACCORDANCE
WOOD PRESERVATIVE TREATMENT FOR THE TIMBER EDGING SHALL MEET THE
TOP VIEW OF WING ARMORING
3'-
0
FOOTING
FACE OF ABUTMENT
OUTLET
SUBDRAIN
SUBDRAIN
TIMBER EDGING
4" x 6" TREATED
( 6" THICKNESS`)
MACADAM STONE
IN THIS PLAN FOR SUBDRAIN LENGTH
REFER TO "SUBDRAIN DETAILS" SHEET
PROFILE VIEW OF WING ARMORING
WINGWALL SUBDRAIN
SLOPE PROTECTION
ABUTMENT FOOTING
BARRIER RAIL
ENGINEERING FABRIC
( 6" THICKNESS`)
MACADAM STONE
A
A
SURFACE
GRADING
2'-0
SECTION A-A
6
REBAR
PIN OR
WINGWALL
4% SLOPE
FABRIC
ENGINEERING
3'-0
( 6" THICKNESS`)
MACADAM STONE
UNDERMINING
BURIED 6" TO PREVENT
ENDS ARE TO BE
ENGINEERING FABRIC
RE
VIS
ED 09-14 -
TH
E
AR
EA
OF
MA
CA
DA
M
ST
ON
E
WA
S
EX
TE
ND
ED 2'-
0 I
N
FR
ON
T
OF
TH
E
BRI
DG
E
WI
NG.
09-14
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
NOVEMBER, 2006
~ ~ ~ ~ ~ ~ ~
~~~~~~
~
~ ~
~
~
~
~
~ ~
.
.
.
.. .
.
..
..
.
...
..
.
..
..
.
..
.
. .
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.
.
..
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. .. .
.
8/23/2016 2:13:41 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-47-06 11x17_pdf.pltcfg
THIS STRUCTURE.
SHOWN ON THIS SHEET WHICH ARE PERTINENT TO
SEE SUBDRAIN DETAILS SHEET FOR DETAILS NOT
NOTE:
DETAILS
ABUTMENT BACKFILL
| ABUT. BRG.
2'-2
2'-2
OF ABUTMENT
BACK FACE
EXCAVATION
OF TRENCH FOR
LIMIT OF BOTTOM
TOE OF SLOPE &
GEOTEXTILE FABRIC
TOP SLOPE OF
GEOTEXTILE FABRIC
TOP SLOPE OF
LI
MIT
S
OF
TO
P
SL
OP
E
OF
GE
OT
EX
TIL
E
FA
BRIC
AL
ON
G
AB
UT
ME
NT
LI
MIT
S
OF
BO
TT
OM
OF
TR
EN
CH
AL
ON
G
AB
UT
ME
NT
ROADWAY
| APPROACH
4"½ SUBDRAIN
BRIDGE APPROACH PAVEMENT
A A
ABUTMENT WING
ABUTMENT WING
2'-2
(TYP.)
1'-
6
1'-
6
OF GEOTEXTILE FABRIC
SHADED AREA SHOWS LIMITS
NOTE:
ABUTMENT PLAN
DECEMBER, 2008
ABUTMENT BACKFILL PROCESS:
FOR 0° SKEWS
J30-47-06
TO FACE OF ABUTMENT FOOTING AND WINGS.
NOTE: GEOTEXTILE FABRIC WILL BE ATTACHED
`TO 2% SUBDRAIN SLOPE.
*`DIMENSION VARIES DUE
SECTION A-A
ELEV.
SUBGRADE
1
2•
2'-2
1'-
0
4"½`SUBDRAIN
1
1
4% SLOPE
1"} MIN.`*
FA
BRIC
LI
MIT
S
FABRIC LIMITS
GEOTEXTILE
GE
OT
EX
TIL
E
2'-
0
BACKFILL
POROUS
3'-0 BERM
2'-
0
FOOTING
ABUTMENT 3'-0
2'-
0
EXCAVATION
FOR CLASS 20
PAY LIMITFOOTING
ABUTMENT
FRONT FACE
BACKFILL DETAILS
BETWEEN WINGS
FLOODABLE BACKFILL
CONSTRUCTION.
STARTING ABUTMENT
THIS LINE BEFORE
TO BE COMPLETED TO
(GRADING SURFACES) ARE
APPROACH FILLS,
INCLUDED IN THE CONTRACT UNIT PRICE BID FOR STRUCTURAL CONCRETE.
BACKFILL, AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS SHALL BE
THE COST OF WATER REQUIRED FOR FLOODING, SUBDRAINS, POROUS BACKFILL, FLOODABLE
MEASURED SEPARATELY FOR PAYMENT.
AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS WILL NOT BE
WATER REQUIRED FOR FLOODING, SUBDRAINS, POROUS BACKFILL, FLOODABLE BACKFILL,
UNTIL THE REQUIRED FULL THICKNESS OF THE ABUTMENT BACKFILL HAS BEEN COMPLETED.
FLOODABLE BACKFILL LIFT PLACEMENT, FLOODING, AND COMPACTION SHALL PROGRESS
FOR 5 MINUTES WITHIN EACH INCREMENT.
DIAMETER HOSE SHOULD BE SPRAYED IN SUCCESSIVE 6-FOOT TO 8-FOOT INCREMENTS
FABRIC. TO ENSURE UNIFORM SURFACE FLOODING, WATER RUNNING FULL IN A 2-INCH
THE SUBDRAIN AND PROGRESS TO THE LOW POINT WHERE THE SUBDRAIN EXITS THE
START SURFACE FLOODING FOR EACH FLOODABLE BACKFILL LIFT AT THE HIGH POINT OF
THAN 2 FEET OF THICKNESS.
COMPACTION TO ENSURE FULL CONSOLIDATION. LIMIT THE LOOSE LIFTS TO NO MORE
BE PLACED IN INDIVIDUAL LIFTS, SURFACE FLOODED, AND COMPACTED WITH VIBRATORY
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE FLOODABLE BACKFILL SHALL
FLOODING, AND VIBRATORY COMPACTION. THE FLOODABLE BACKFILL MATERIAL SHALL BE
THE REMAINING WORK INVOLVES BACKFILLING WITH FLOODABLE BACKFILL, SURFACE
POROUS BACKFILL IS THEN PLACED AND LEVELED, NO COMPACTION IS REQUIRED.
THE ABUTMENT WING WALL.
THE FABRIC AT THE POINT WHERE THE SUBDRAIN EXITS THE FABRIC NEAR THE END OF
FABRIC AT THE TOE OF THE REAR EXCAVATION SLOPE. A SLOT WILL NEED TO BE CUT IN
WHEN THE FABRIC IS IN PLACE, THE SUBDRAIN SHALL BE INSTALLED DIRECTLY ON THE
AGAINST THE EXCAVATION FACE SHALL BE PINNED.
AND SECURED TO THE CONCRETE WITH SHALLOW CONCRETE NAILS. THE FABRIC PLACED
THE FABRIC SHALL BE ATTACHED TO THE ABUTMENT BY USING LATH FOLDED IN THE FABRIC
FABRIC PLACED SHALL OVERLAP APPROXIMATELY 1 FOOT AND SHALL BE PINNED IN PLACE.
PLACEMENT AS SHOWN IN THE "BACKFILL DETAILS" ON THIS SHEET. THE STRIPS OF THE
APPROXIMATELY 1 TO 2 FOOT HIGHER THAN THE HEIGHT OF THE POROUS BACKFILL
BACKWALL, ABUTMENT WING WALLS, AND EXCAVATION FACE TO A HEIGHT THAT WILL BE
IN THE BASE OF THE EXCAVATION AND EXTENDED VERTICALLY UP THE ABUTMENT
ACCORDANCE WITH THE DETAILS SHOWN. THE FABRIC IS INTENDED TO BE INSTALLED
AFTER THE SUBGRADE HAS BEEN SHAPED, THE GEOTEXTILE FABRIC SHALL BE INSTALLED IN
INSTALLATION OF THE GEOTEXTILE AND BACKFILL MATERIAL.
OF THE SUBDRAIN OUTLET. THIS EXCAVATION SHAPING IS TO BE DONE PRIOR TO BEGINNING
4% SLOPE AWAY FROM THE ABUTMENT FOOTING AND A 2% CROSS SLOPE IN THE DIRECTION
THE BASE OF THE EXCAVATION SUBGRADE BEHIND THE ABUTMENT IS TO BE GRADED WITH A
AT ONE END OF THE ABUTMENT.
SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM HIGH END WHEN OUTLETTING
OUTLETTING BOTH SIDES OF THE ABUTMENT.
SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM | APPROACH ROADWAY WHEN
NOTE:
STAPLED FOR CONTINUITY.
LENGTH, SHINGLE FASHION WITH UP SLOPE LAP PIECE ON TOP AND
FABRIC IS LAPPED THE LAPS SHALL BE A MINIMUM OF ONE FOOT IN
4196.01, B, 6 OF THE STANDARD SPECIFICATIONS. IF THE ENGINEERING
THE GEOTEXTILE FABRIC SHALL BE IN ACCORDANCE WITH ARTICLE
RE
VIS
ED 09-14 -
TH
E
TE
CH
NIC
AL
DA
TA I
NF
OR
MA
TI
ON
TA
BL
E
WA
S
RE
MO
VE
D
AN
D
A
NO
TE
AD
DE
D
TO
RE
FE
R
TO
TH
E
ST
AN
DA
RD
S
SP
ECIFIC
ATI
ON
S
FO
R
THIS I
NF
OR
MA
TI
ON.
RE
VIS
ED 07-2016 -
CH
AN
GE
D
TH
E
BRI
DG
E
AP
PR
OA
CH P
AV
EM
EN
T
ST
AN
DA
RD
TO "B
R" (W
AS "R
K").
07-2016
"BR" BRIDGE APPROACH PAVEMENT STANDARD
MODIFIED SUBBASE, SEE APPLICABLE
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
8/23/2016 2:13:43 PM bkloss W:\Highway\Bridge\MethodsSection\CADD Concept Drafts\J30-06.dgn J30-48-06 11x17_pdf.pltcfg
~ ~ ~ ~ ~ ~ ~
~~~~~~
~
~ ~
~
~
~
~
~ ~
.
.
.
.. .
.
..
..
.
...
..
.
..
..
.
..
.
. .
..
.
.
..
.
.
..
.
..
.
.
..
.
~~ ~
~ ~
.
..
.
.
. .. .
.
LA
TE
ST
RE
VISI
ON
DA
TE
AP
PR
OV
ED
BY
BRI
DG
E
EN
GI
NE
ER
Highway Division
STANDARD DESIGN - 30' ROADWAY, 3 SPAN BRIDGES
SLAB BRIDGES
CONTINUOUS CONCRETE
ABUTMENT BACKFILL PROCESS:
THIS STRUCTURE.
SHOWN ON THIS SHEET WHICH ARE PERTINENT TO
SEE SUBDRAIN DETAILS SHEET FOR DETAILS NOT
NOTE:
ABUTMENT PLAN WITHOUT WING EXTENSIONS
"W"
"W"
LI
MIT
S
OF
TO
P
SL
OP
E
OF
GE
OT
EX
TIL
E
FA
BRIC
AL
ON
G
AB
UT
ME
NT
LI
MIT
S
OF
BO
TT
OM
OF
TR
EN
CH
AL
ON
G
AB
UT
ME
NT
BRIDGE APPROACH PAVEMENT
ABUTMENT WING
ABUTMENT WING
ROADWAY
| APPROACH
| ABUT. BRG.
OF ABUTMENT
BACK FACE
EXCAVATION
OF TRENCH FOR
LIMIT OF BOTTOM
TOE OF SLOPE &
GEOTEXTILE FABRIC
TOP SLOPE OF
GEOTEXTILE FABRIC
TOP SLOPE OF
4"½ SUBDRAIN
2'-2
A
A
(TYP.)
1'-
6
1'-
6
OF GEOTEXTILE FABRIC
SHADED AREA SHOWS LIMITS
NOTE:
DETAILS
ABUTMENT BACKFILL
J30-48-06FOR 15°, 30°, & 45° SKEWS
"W" DIMENSIONSKEW DIMENSION
15°
30°
45°
2'-6
2'-2‡
3'-0ƒ
TO FACE OF ABUTMENT FOOTING AND WINGS.
NOTE: GEOTEXTILE FABRIC WILL BE ATTACHED
`TO 2% SUBDRAIN SLOPE.
*`DIMENSION VARIES DUE
SECTION A-A
ELEV.
SUBGRADE
1
2•
2'-2
1'-
0
4"½`SUBDRAIN
1
1
4% SLOPE
1"} MIN.`*
FA
BRIC
LI
MIT
S
FABRIC LIMITS
GEOTEXTILE
GE
OT
EX
TIL
E
2'-
0
BACKFILL
POROUS
3'-0 BERM
2'-
0
FOOTING
ABUTMENT 3'-0
2'-
0
EXCAVATION
FOR CLASS 20
PAY LIMITFOOTING
ABUTMENT
FRONT FACE
BACKFILL DETAILS
BETWEEN WINGS
FLOODABLE BACKFILL
CONSTRUCTION.
STARTING ABUTMENT
THIS LINE BEFORE
TO BE COMPLETED TO
(GRADING SURFACES) ARE
APPROACH FILLS,
DECEMBER, 2008
INCLUDED IN THE CONTRACT UNIT PRICE BID FOR STRUCTURAL CONCRETE.
BACKFILL, AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS SHALL BE
THE COST OF WATER REQUIRED FOR FLOODING, SUBDRAINS, POROUS BACKFILL, FLOODABLE
MEASURED SEPARATELY FOR PAYMENT.
AND GEOTEXTILE FABRIC FURNISHED AT THE BRIDGE ABUTMENTS WILL NOT BE
WATER REQUIRED FOR FLOODING, SUBDRAINS, POROUS BACKFILL, FLOODABLE BACKFILL,
UNTIL THE REQUIRED FULL THICKNESS OF THE ABUTMENT BACKFILL HAS BEEN COMPLETED.
FLOODABLE BACKFILL LIFT PLACEMENT, FLOODING, AND COMPACTION SHALL PROGRESS
FOR 5 MINUTES WITHIN EACH INCREMENT.
DIAMETER HOSE SHOULD BE SPRAYED IN SUCCESSIVE 6-FOOT TO 8-FOOT INCREMENTS
FABRIC. TO ENSURE UNIFORM SURFACE FLOODING, WATER RUNNING FULL IN A 2-INCH
THE SUBDRAIN AND PROGRESS TO THE LOW POINT WHERE THE SUBDRAIN EXITS THE
START SURFACE FLOODING FOR EACH FLOODABLE BACKFILL LIFT AT THE HIGH POINT OF
THAN 2 FEET OF THICKNESS.
COMPACTION TO ENSURE FULL CONSOLIDATION. LIMIT THE LOOSE LIFTS TO NO MORE
BE PLACED IN INDIVIDUAL LIFTS, SURFACE FLOODED, AND COMPACTED WITH VIBRATORY
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE FLOODABLE BACKFILL SHALL
FLOODING, AND VIBRATORY COMPACTION. THE FLOODABLE BACKFILL MATERIAL SHALL BE
THE REMAINING WORK INVOLVES BACKFILLING WITH FLOODABLE BACKFILL, SURFACE
POROUS BACKFILL IS THEN PLACED AND LEVELED, NO COMPACTION IS REQUIRED.
THE ABUTMENT WING WALL.
THE FABRIC AT THE POINT WHERE THE SUBDRAIN EXITS THE FABRIC NEAR THE END OF
FABRIC AT THE TOE OF THE REAR EXCAVATION SLOPE. A SLOT WILL NEED TO BE CUT IN
WHEN THE FABRIC IS IN PLACE, THE SUBDRAIN SHALL BE INSTALLED DIRECTLY ON THE
AGAINST THE EXCAVATION FACE SHALL BE PINNED.
AND SECURED TO THE CONCRETE WITH SHALLOW CONCRETE NAILS. THE FABRIC PLACED
THE FABRIC SHALL BE ATTACHED TO THE ABUTMENT BY USING LATH FOLDED IN THE FABRIC
FABRIC PLACED SHALL OVERLAP APPROXIMATELY 1 FOOT AND SHALL BE PINNED IN PLACE.
PLACEMENT AS SHOWN IN THE "BACKFILL DETAILS" ON THIS SHEET. THE STRIPS OF THE
APPROXIMATELY 1 TO 2 FOOT HIGHER THAN THE HEIGHT OF THE POROUS BACKFILL
BACKWALL, ABUTMENT WING WALLS, AND EXCAVATION FACE TO A HEIGHT THAT WILL BE
IN THE BASE OF THE EXCAVATION AND EXTENDED VERTICALLY UP THE ABUTMENT
ACCORDANCE WITH THE DETAILS SHOWN. THE FABRIC IS INTENDED TO BE INSTALLED
AFTER THE SUBGRADE HAS BEEN SHAPED, THE GEOTEXTILE FABRIC SHALL BE INSTALLED IN
INSTALLATION OF THE GEOTEXTILE AND BACKFILL MATERIAL.
OF THE SUBDRAIN OUTLET. THIS EXCAVATION SHAPING IS TO BE DONE PRIOR TO BEGINNING
4% SLOPE AWAY FROM THE ABUTMENT FOOTING AND A 2% CROSS SLOPE IN THE DIRECTION
THE BASE OF THE EXCAVATION SUBGRADE BEHIND THE ABUTMENT IS TO BE GRADED WITH A
AT ONE END OF THE ABUTMENT.
SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM HIGH END WHEN OUTLETTING
OUTLETTING BOTH SIDES OF THE ABUTMENT.
SUBDRAIN SHALL SLOPE DOWNWARD 2% FROM | APPROACH ROADWAY WHEN
NOTE:
STAPLED FOR CONTINUITY.
LENGTH, SHINGLE FASHION WITH UP SLOPE LAP PIECE ON TOP AND
FABRIC IS LAPPED THE LAPS SHALL BE A MINIMUM OF ONE FOOT IN
4196.01, B, 6 OF THE STANDARD SPECIFICATIONS. IF THE ENGINEERING
THE GEOTEXTILE FABRIC SHALL BE IN ACCORDANCE WITH ARTICLE
"BR" BRIDGE APPROACH PAVEMENT STANDARD
MODIFIED SUBBASE, SEE APPLICABLE
07-2016
RE
VIS
ED 09-14 -
TH
E
TE
CH
NIC
AL
DA
TA I
NF
OR
MA
TI
ON
TA
BL
E
WA
S
RE
MO
VE
D
AN
D
A
NO
TE
AD
DE
D
TO
RE
FE
R
TO
TH
E
ST
AN
DA
RD
S
SP
ECIFIC
ATI
ON
S
FO
R
THIS I
NF
OR
MA
TI
ON.
RE
VIS
ED 07-2016 -
CH
AN
GE
D
TH
E
BRI
DG
E
AP
PR
OA
CH P
AV
EM
EN
T
ST
AN
DA
RD
TO "B
R" (W
AS "R
K").