STR 13965 BRIDGE SAFETY INSPECTION REPORT NBI … · 8 6' wide x 15" deep precast concrete slabs with grout joints. No post tensioning. 2 incipient spalls in top of 1 segment. (08/16)

NBI INSPECTION YEBL

Inspector Name Agency / Company Name Insp. Freq. Insp. Date

Eric Rickert Great Lakes Engineering Group 24 08/12/2016

GENERAL NOTES

DECK

01/01 08/16

1. Surface(SIA-58A)

7 Concrete, 2 incipient spalls along NB edge line, 1 at each reference line. (08/16) (01/01) ()

2. ExpansionJoints

8 Sealed joints at each reference line. (08/16) (01/01) ()

3. OtherJoints

N (08/16) (01/01) ()

4. Railings 8 Timber panel on steel posts. (08/16) (01/01) ()

5. Sidewalksor Curbs

N (08/16) (01/01) ()

6. DeckBottomSurface(SIA-58B)

N Side by side precast concrete slabs. (08/16) (01/01) ()

7. Deck(SIA-58)

8 No visible leakage between slabs. (08/16) (01/01) ()

8. Drainage (08/16) (01/01) ()

SUPERSTRUCTURE

01/01 08/16

9. Stringer(SIA-59)

8 6' wide x 15" deep precast concrete slabs with grout joints. No post tensioning. 2 incipientspalls in top of 1 segment. (08/16) (01/01) ()

10. Paint(SIA-59A)

N (08/16) (01/01) ()

11. SectionLoss

N (08/16) (01/01) ()

MICHIGAN DEPARTMENT OF TRANSPORTATION

STR 13965 BRIDGE SAFETY INSPECTION REPORT

Facility Latitude / Longitude MDOT Structure ID Structure ConditionWEST RIVER ROAD / 56200058000B010 Good Condition(8)Feature Length / Width OwnerBLACK CREEK 30 / 36 County: Midland(56)Location Built / Recon. / Paint / Ovly. TSC Operational StatusJEROME TWP SEC 11 2016 / / / Mt. Pleasant(20) A Open, no restriction(A)Region / County Material / Design Last NBI Inspection Scour EvaluationBay(4) / Midland(56) 5 Prestressed Concrete / 01

Slab08/12/2016 / YEBL 6 Calcs not made

Form P2502 Printed on 09/26/2016 Page 1 of 3

12. Bearings 8 (08/16) (01/01) ()

SUBSTRUCTURE

01/01 08/16

13. Abutments(SIA-60)

8 GRS-IBS abutments. Riprap in channel along abutments. (08/16) (01/01) ()

14. Piers(SIA-60)

N (08/16) (01/01) ()

15. SlopeProtection

N (08/16) (01/01) ()

16. Channel(SIA-61)

8 Sanford lake downstream, wide channel upstream. Very slow flow. (08/16) (01/01) ()

17. ScourInspection

7 Riprap in place along both abutments. Very slow flow in channel. (08/16) (01/01) ()

APPROACH

01/01 08/16

18. ApproachPavement

8 Newer HMA with no cracks. (08/16) (01/01) ()

19. ApproachShouldersSidewalks

8 HMA shoulders (08/16) (01/01) ()

20. ApproachSlopes

(08/16) (01/01) ()

21. Utilities Overhead west of bridge (08/16) (01/01) ()

22. DrainageCulverts

(08/16) (01/01) ()

MISCELLANEOUSGuard Rail Other ItemsItem Rating Item Rating

36A. Bridge Railings 1 71. Water Adequacy 836B. Transitions 1 72. Approach Alignment 836C. Approach Guardrail 1 Temporary Support 0 No Temporary Supports36D. Approach Guardrail Ends 1 High Load Hit (M) No

Special Insp. Equipment 2Underwater Insp. Method 1






False Decking (Timber) Removed to Complete Inspection N/A - No False Decking

Critical Feature Inspections (SIA-92)Freq Date

92A. Fracture Critical92B. Underwater92C. Other Special92D. Fatigue Sensitive






Bridge History, Type, Materials27 - Year Built 2016106 - Year Reconstructed202 - Year Painted203 - Year Overlay43 - Main Span Bridge Type 5 0144 - Appr Span Bridge Type77 - Steel Type78 - Paint Type79 - Rail Type 980 - Post Type107 - Deck Type 2108A - Wearing Surface 1108B - Membrane 0108C - Deck Protection 0

Structure Dimensions34 - Skew 035 - Struct Flared 045 - Num Main Spans 146 - Num Apprs Spans 048 - Max Span Length 2249 - Structure Length 3050A - Width Left Curb/SW 050B - Width Right Curb/SW 033 - Median 051 - Width Curb to Curb 34.352 - Width Out to Out 36112 - NBIS Length Y

Inspection Data90 - Inspection Date 08/12/201691 - Inspection Freq 2492A - Frac Crit Req/Freq N93A - Frac Crit Insp Date92B - Und Water Req/Freq N93B - Und Water Insp Date92C - Oth Spec Insp Req/Freq N93C - Oth Spec Insp Date92D - Fatigue Req/Freq N93D - Fatigue Insp Date176A - Und Water Insp Method 158 - Deck Rating 858A/B - Deck Surface/Bottom 7 N59 - Superstructure Rating 859A - Paint Rating N60 - Substructure Rating 861 - Channel Rating 862 - Culvert Rating N

Navigation Data38 - Navigation Control 039 - Vertical Clearance40 - Horizontal Clearance111 - Pier Protection116 - Lift Brdg Vert Clear 0

Route Carried By Structure(ON Record)5A - Record Type 15B - Route Signing 45C - Level of Service 05D - Route Number 056515E - Direction Suffix 010L - Best 3m Unclr-Lt 0 010R - Best 3m Unclr-Rt 99 99 PR Number Control Section11 - Mile Point 012 - Base Highway Network 013 - LRS Route-Subroute19 - Detour Length 020 - Toll Facility 326 - Functional Class 0728A - Lanes On 229 - ADT 35030 - Year of ADT 032 - Appr Roadway Width 3232A/B - Ap Pvt Type/Width 4 2442A - Service Type On 147L - Left Horizontal Clear 0.047R - Right Horizontal Clear 32.053 - Min Vert Clr Ov Deck 99 99100 - STRAHNET 0102 - Traffic Direct 2109 - Truck % 2110 - Truck Network 0114 - Future ADT 0115 - Year Future ADT 0 Freeway 0

Structure Appraisal36A - Bridge Railing 136B - Rail Transition 136C - Approach Rail 136D - Rail Termination 167 - Structure Evaluation68 - Deck Geometry69 - Underclearance71 - Waterway Adequacy 872 - Approach Alignment 8103 - Temporary Structure113 - Scour Criticality 6

Miscellaneous37 - Historical Significance 598A - Border Bridge State98B - Border Bridge % 0101 - Parallel Structure N EPA ID Stay in Place Forms 0143 - Pin & Hanger Code 0148 - No. of Pin & Hangers 0

Route Under Structure (UNDER Record)5A - Record Type5B - Route Signing5C - Level of Service5D - Route Number5E - Direction Suffix10L - Best 3m Unclr-Lt10R - Best 3m Unclr-Rt PR Number Control Section11 - Mile Point12 - Base Highway Network13 - LRS Route-Subroute19 - Detour Length20 - Toll Facility26 - Functional Class28B - Lanes Under29 - ADT30 - Year of ADT42B - Service Type Under 547L - Left Horizontal Clear47R - Right Horizontal Clear54A - Left Feature54B - Left Underclearance 99 9954C - Right Feature54D - Right Clearance 99 99 Under Clearance Year 055A - Reference Feature N55B - Right Horiz Clearance 056 - Left Horiz Clearance 0100 - STRAHNET102 - Traffic Direct109 - Truck %110 - Truck Network114 - Future ADT115 - Year Future ADT Freeway

Proposed Improvements75 - Type of Work76 - Length of Improvement 094 - Bridge Cost 095 - Roadway Cost 096 - Total Cost 097 - Year of Cost Estimate 0

Load Rating and Posting31 - Design Load A41 - Open, Posted, Closed A63 - Fed Oper Rtg Method 564F - Fed Oper Rtg Load64MA - Mich Oper Rtg Method64MB - Mich Oper Rtg64MC - Mich Oper Truck65 - Inv Rtg Method 566 - Inventory Load70 - Posting141 - Posted Loading193 - Overload Class


STR 13965 STRUCTURE INVENTORY AND APPRAISAL



Form 1717A (01/2002) Printed on 09/26/2016 Page 1 of 1

WORK RECOMMENDATIONS YEBL

Inspector Name Agency / Company Name Insp. Freq. Insp. Date

Eric Rickert Great Lakes Engineering Group 24 08/12/2016

CREW RECOMMENDATIONS CONTRACT RECOMMENDATIONSRecommendation

TypePriority Description Recommendation

TypePriority Description


STR 13965 WORK RECOMMENDATIONS



Printed on 09/26/2016 Page 1 of 1

Midland County 2015/2016 Bridge Inspections

West River Dr. over Black Creek

SN 13965

GLEG Project No. 1015-2-336

August 12, 2016

1

Road and

bridge section

facing south

Top of precast

concrete slabs



SN 13965


August 12, 2016

2

Upstream

channel section

Downstream

channel section



SN 13965


August 12, 2016

3

Bridge railing

East elevation

of bridge



SN 13965


August 12, 2016

4

Bottom of

precast

concrete slabs

Bottom of

precast

concrete slabs



SN 13965


August 12, 2016

5

West elevation

of bridge

NW wingwall



SN 13965


August 12, 2016

6

Incipient spall

in top slab,

near NB edge

line

Documents

STR 13965 BRIDGE SAFETY INSPECTION REPORT NBI … · 8 6' wide x 15" deep precast concrete slabs with grout joints. No post tensioning. 2 incipient spalls in top of 1 segment. (08/16)