5140-016P - Redacted Bridge Inspection Report.pdf

BRIDGE INSPECTION REPORT

JAMES RIVER BRIDGE

BLUE RIDGE PARKWAY OVER JAMES RIVER & U.S. ROUTE 501

BLUE RIDGE PARKWAY

LS

STRUCTURE NO. 5140-016P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 6/17/2022

WU

Report prepared by:

Federal Highway Administration MILE POINT: 63.64 Federal Lands Bridge Office KILOMETER POINT: 102.4 Bridge Inspection and Management Program 21400 Ridgetop Circle Sterling, Virginia 20166 https://bridge.flhd.fhwa.dot.gov

STRUCTURE SUMMARY STRUCTURE NO. 5140-016P

JAMES RIVER BRIDGE INSPECTION DATE: 06/17/2022

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL:

MAIN SPAN TYPE:

# OF BEAMS, MAIN SPAN: .

DECK TYPE:

WEARING SURFACE:

ABUT. FOUNDATIONS:

PIER FOUDNATION(S):

ABUTMENT / PIER MAT'L: ..

PROJ./PLAN REF. NO:

NPS ROAD CLASS:

STRUCTURE HISTORY:

1 - CONCRETE NO. OF MAIN SPANS:

04 - TEE BEAM NO. OF APPR. SPANS:

4 STRUCT. TOTAL LENGTH: . 1045.0 FT (318.5

M)

1 - CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: ......... 100 FT (30.5 M)

6 - BITUMINOUS DECK WIDTH: ..................... 33.0 FT (10.1 M)

2 - SPREAD FTG ON BEARING MAT'L CURB TO CURB WIDTH: .... 26.0 FT (7.9 M)

2 - SPREAD FTG ON BEARING MAT'L YEAR BUILT:

1 - CONCRETE YEAR RECONSTRUCTED: .

1H3, 1H8 SKEW ANGLE: .................... 0 °

1 - PRINCIPAL PARK ROAD FRACTURE CRITICAL: ....... N

1984-JOINT REPAIR. 2020-WEARING SURFACE AND APPROACHES RESURFACED.

LOCATION

BLUE RIDGE PARKWAY

STATE: .............................. 513 - VIRGINIA

FACILITY CARRIED: ......... BLUE RIDGE PARKWAY

FEATURE INTERSECTED: JAMES RIVER & U.S. ROUTE

MILE POINT: .. 63.64 (KM PT 102.4)

LOCATION: .... 2.0 MILES TO VA ROUTE 130.

INSPECTION TEAM: L. Sheptuck, M. Speas

CONDITION ASSESSMENT:

Luke Sheptuck

REPORT REVIEW:

Marcus Miller

REPORT APPROVAL: Date: 11/29/2022

Jorgomai Ceesay

STRUCTURE EVALUATION SUMMARY

This concrete tee beam bridge is in fair condition overall and is considered a high preservation priority due to the ongoing deterioration of the structural elements and the projected costs associated with delaying corrective action. Problems include missing and damaged railing hardware; debris accumulation and vegetation in the curblines clogging the deck drains; misalignment and excessive rotation of the bridge rocker bearings for the temperature conditions with several bearing anchor bolts either missing or broken off due to movement;

cracking with moisture stains and efflorescence, delamination, and spalling with exposed rebar on the substructure; missing masonry stones at the north abutment slope protection and pedestrian bridge north approach walkway; vegetation growth on the substructure; erosion at the north abutment and southeast wingwall; flood debris lodged between the beams of the pedestrian bridge; and broken/missing metal stair nosings for the pedestrian staircase.

STRUCTURE SUMMARY STRUCTURE NO. 5140-016P

JAMES RIVER BRIDGE INSPECTION DATE: 06/17/2022

The Structure Evaluation Summary continues on the following page.

It should be noted that the asphalt wearing surface and approaches have been resurfaced since the last inspection.

Corrective measures should be taken as outlined in this report to help prevent the possible development of more serious or costly problems in the future.

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5140-016P

JAMES RIVER BRIDGE INSPECTION DATE : 06/17/2022

226 PRIORITY OF IMPROVEMENT B

A (Critical) - Structure is closed, in immediate damage of collapse, or presents a critical safety danger.

B (Major) - Structure is seriously deficient or presents a safety hazard, but can remain open at reduced loads or with frequent inspections.

C (Moderate) - Structure is deficient, functionally obsolete, or requires substantial repairs to prevent a serious deficiency or unsafe condition.

D (Minor) - Structure is generally in good condition. Preventive maintenance may be required.

E (Special) - Structure is under construction or reconstruction.

Item No.

Maintenance Recommendations

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT UNIT

COST

PRELIM.

COST

ESTIMATE

58.7

REMOVE VEGETATION AND DEBRIS FROM CURBLINES.

CLEAN CLOGGED DECK DRAINS AS NECESSARY. 1 LS

59.11

REMOVE FLOOD DEBRIS FROM PEDESTRIAN BRIDGE.

1 LS

PRELIM. MAINTENANCE TOTAL :

Item REHABILITATION/RECONSTRUCTION

UNIT

UNIT PRELIM. COST ESTIMATES

No. (TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. COST

REHAB RECONSTR

58,59,60 REMOVE UNSOUND CONCRETE FROM PIERS,

CLEAN REBAR, AND PLACE NEW CONCRETE

TO ORIGINAL DIMENSIONS. CLEAN EXPOSED

REBAR THROUGHOUT STRUCTURE AND COAT

WITH APPROVED SEALANT. CLEAN AND SEAL

CRACKING OF PIER WALLS AND COLUMNS.

1 LS

59.1 REPLACE OR RESET EXPANSION BEARINGS AS

NECESSARY. REPLACE MISSING BEARING

ANCHOR BOLTS AT PIERS #3, #5, AND #6, AND

AT PIERS #2 THROUGH #4 FOR PEDESTRIAN

BRIDGE.

1 LS

58.6,59.

REPLACE MISSING AND DAMAGED RAILING

HARDWARE. REPAIR METAL STAIR NOSINGS AT

SOUTH END PEDESTRIAN STAIRCASE. REPAIR

MISSING MASONRY AT NORTH PEDESTRIAN

APPROACH AND DELAMINATION AND SPALLING

OF SOUTH PEDESTRIAN STAIRCASE.

1 LS

60.9,60.

FILL AND STABILIZE AREAS OF EROSION AT

PIER #5, NORTH ABUTMENT, AND SOUTHEAST

WINGWALL.

1 LS

60.11 REPLACE MISSING STONE MASONRY ON

NORTH ABUTMENT SLOPE PROTECTION. 1 LS

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5140-016P

JAMES RIVER BRIDGE INSPECTION DATE : 06/17/2022

PRIORITY OF IMPROVEMENT226

A (Critical) - Structure is closed, in immediate damage of collapse, or presents a critical safety danger.

B (Major) - Structure is seriously deficient or presents a safety hazard, but can remain open at reduced loads or with frequent inspections.

C (Moderate) - Structure is deficient, functionally obsolete, or requires substantial repairs to prevent a serious deficiency or unsafe condition.

D (Minor) - Structure is generally in good condition. Preventive maintenance may be required.

E (Special) - Structure is under construction or reconstruction.

B

60 REMOVE VEGETATION GROWTH FROM PIERS.

1 LS

CONTRACT COSTS FOR MOBILIZATION,

TRAFFIC CONTROL, AND CONTINGENCIES. 1 LS

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL :

PRELIM. REHABILITATION TOTAL :

PRELIM. RECONSTRUCTION TOTAL : ..

TOTAL ITEMIZED COSTS:

PRELIMINARY ESTIMATE TOTAL * :

(*Includes typical contract costs for mobilization, traffic control and design/construction engineering: but does not include detour bridges, work beyond the bridge limits, or work not listed above. Estimates are approximate and are for planning purposes only; they should not be used as a complete or final engineers estimate.)

Remarks : Cost estimates assume that recommended actions will be combined with similar work being performed on other structures.

FIELD INSPECTION REPORT STRUCTURE NO. 5140-016P

JAMES RIVER BRIDGE INSPECTION DATE: 06/16/2022

58. DECK

1. DECK SLAB

4. RIDEABILITY

5. CURBS, SIDEWALKS, AND MEDIAN

6. PARAPETS AND/OR RAILINGS

7. DRAINS AND DRAINAGE

8. UTILITIES

9. DEFLECTION AND/OR VIBRATION

10.OTHER:

59. SUPERSTRUCTURE

1. BEARING DEVICES

2. GIRDERS OR BEAMS

3. ARCH(ES) OR SLAB(S)

4. FLOOR BEAMS AND STRINGERS

5. TRUSSES

6. DIAPHRAGMS AND BRACING

7. PAINT

8. FASCIA(E)

9. DEFLECTION AND/OR VIBRATION

10.ALIGNMENT

11.OTHER

60. SUBSTRUCTURE

61. CHANNEL

1. ALIGNMENT

2. EROSION AND/OR SCOUR

3. CHANNEL PROTECTION

4. WATERWAY OBSTRUCTIONS

5. OTHER

6. ADEQUACY OF OPENING

7. NORMAL VELOCITY

8. AVERAGE CLEAR OPENING

9. STREAMBED COMPOSITION:

222. APPROACHES

1. APPROACH SLABS

2. RELIEF JOINTS

3. APPROACH GUARDRAIL

4. SURFACING

5. EROSION

6. SETTLEMENT

7. SIGNS

8. ALIGNMENT

9. OTHER

223. RETAINING WALL

1. WALL

2. WEEP HOLES

3. FOUNDATION

4. EROSION AND/OR SCOUR

5. SETTLEMENT OR DEFLECTION

6. OTHER

F

G

F

F

F

G

N

P

F

N

N

N

F

G

N

G

G

F

G

G

N

G

N

1- SUFF

2 - MED

N

N

N

G

G

G

G

N

N

2. EXPANSION JOINTS F

3. WEARING SURFACE G

F

PEDESTRIAN BRIDGE

40 FT

F

CONDITION RATING CODE EQUIVALENTS FOR SUB-ELEMENTS

G = GOOD (CODES 7 - 9) F = FAIR (CODES 5 - 6) P = POOR (CODES 0 - 4)

CONDITION RATING CODES FOR ITEMS 58 - 62, 222, 223

NOT APPLICABLEN

EXCELLENT CONDITION9

VERY GOOD CONDITION - no problems noted.8

GOOD CONDITION - some minor problems.7

SATISFACTORY CONDITION - structural elements show some minor deterioration.6

FA R CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling, or scour.

POOR CONDITION - advanced section loss, deterioration, spalling, or scour.4

SERIOUS CONDITION - loss of section, deterioration, spalling, or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present.

CRITICAL CONDITION - advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support. Unless closely monitored it may be necessary to close the structure until corrective action can be taken.

“ MM NENT” FA LURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability.

Structure is closed to

FA LED CONDITION - out of service; beyond corrective action. 0

SILT, ROCK, STONES

ABUTMENTS

1. BREASTWALLS OR COLUMNS F

2. PILE BENTS N

3. CAPS AND/OR BEARING SEATS G

4. BACKWALLS AND/OR BULKHEADS G

5. FOUNDATIONS N

6. WINGWALLS F

7. WEEP HOLES G

8. EXPANSION JOINTS N

9. EROSION AND/OR SCOUR F

10.SETTLEMENT OR DEFLECTION G

11.SLOPE PROTECTION F

12.OTHER N

36. TRAFFIC AND SAFETY FEATURES

A. BRIDGE RAILINGS:

B. TRANSITIONS:

C. APPROACH GUARDRAILS:

D. APPROACH GUARDRAIL ENDS:

N

N

N

PIER(S) TRAFFIC SAFETY RATING CODES

13. WALLS AND/OR COLUMNS F

N

F

G

F

G

N

0 - Does not meet standards or a safety features is 14.PILE BENTS required and none is provided.

15.CAPS AND/OR BEARING SEATS

1 - Meets currently acceptable standards.

16.FOUNDATIONS 09 - SPREAD FTG

17.EROSION AND/OR SCOUR N - Not applicable or a safety features is not required.

18.SETTLEMENT OR DEFLECTION

19.OTHER

FIELD INSPECTION REPORT STRUCTURE NO. 5140-016P

ITEM REFERENCE AND REMARKS

58.1 MINOR RANDOM CRACKING WITH EFFLORESCENCE ON DECK UNDERSIDE AT ISOLATED LOCATIONS. MINOR MOISTURE STAINING AND EFFLORESCENCE ON DECK UNDERSIDE BETWEEN BEAMS #3 AND #4 AT FIRST INTERMEDIATE DIAPHRAGM FROM NORTH ABUTMENT IN SPAN #1. MINOR SPALLING WITH EXPOSED REBAR ON DECK UNDERSIDE BETWEEN BEAMS #3 AND #4 IN SPANS #7 AND #8 ADJACENT TO BEAM #4. MINOR HONEYCOMBING OF DECK UNDERSIDE BETWEEN BEAMS #1 AND #2 IN SPAN #10 NEAR MIDSPAN. MINOR DELAMINATION OF DECK UNDERSIDE BETWEEN BEAMS #1 AND #2 IN SPAN #10 NEAR PIER #10.

EXPOSED REBAR CHAIRS ON UNDERSIDE OF OVERHANGS. MINOR LONGITUDINAL CRACKING WITH EFFLORESCENCE ON UNDERSIDE OF EAST OVERHANG IN SPAN #1 NEAR NORTH ABUTMENT AND WEST OVERHANG IN SPAN #8 AT PIER #8. MINOR

SPALL ON UNDERSIDE OF WEST OVERHANG IN SPAN #1 AT NORTH ABUTMENT.

MINOR TRANSVERSE CRACKING OF PEDESTRIAN BRIDGE DECK SURFACE AND UNDERSIDE, SOME WITH EFFLORESCENCE.

58.2

58.3

ASPHALTIC PLUG EXPANSION JOINTS AT ABUTMENTS AND PIERS HAVE BEEN RESURFACED SINCE LAST INSPECTION.

POURABLE JOINTS IN CURBS AT ABUTMENTS AND PIERS #2, #4, #6, AND #8; SLIDING PLATE JOINTS IN CURBS AT PIERS #1, #3, #5, #7, #9, AND #10. MINOR TO MODERATE RUSTING OF STEEL SLIDING PLATES IN CURBS.

ASPHALT WEARING SURFACE HAS BEEN RESURFACED SINCE LAST INSPECTION. MINOR TRANSVERSE CRACKING OF WEARING SURFACE OVER ASPHALTIC PLUG JOINTS AT ISOLATED LOCATIONS. MINOR GOUGES ON WEARING SURFACE ON SOUTHBOUND LANE OF SPAN #4 NEAR PIER #3. MINOR POTHOLE ON WEARING SURFACE IN SOUTHBOUND LANE OF SPAN #5 NEAR PIER #4 AND SPAN #10 NEAR PIER #10. ONE CORE HOLE ON ASPHALT WEARING SURFACE IN NORTHBOUND LANE OF SPAN #7.

58.4

222.6

SLIGHT UNEVEN ROADWAY SURFACE AT APPROACH DUE TO MINOR SETTLEMENT OF APPROACH PAVEMENT.

PEDESTRIAN DECK SURFACE UNEVEN (UP TO 1") AT JOINTS OVER PIERS #2, #3, AND #4.

58.5 MINOR DELAMINATION AND SPALLING OF CURBS AT EXPANSION JOINTS OVER PIERS; EXPOSED REBAR ON EAST CURB ADJACENT TO SPALL OVER PIER #2. MINOR MAP CRACKING WITH EFFLORESCENCE AND DELAMINATION OF CURBS OVER PIERS #8, #9, #10. MINOR SPALL WITH EXPOSED REBAR ON EAST CURB IN SPAN #6 AT DECK DRAIN NEAR PIER #5. MINOR HORIZONTAL CRACKING WITH EFFLORESCENCE AND DELAMINATION OF EAST CURB IN SPAN #7 AT SEVERAL LOCATIONS.

WIDESPREAD MINOR MAP AND TRANSVERSE CRACKING OF SIDEWALKS. MODERATE TRANSVERSE CRACKING (UP TO 1/8"W) OF APPROACH SIDEWALKS. MINOR DELAMINATION AND SPALLING OF EAST SIDEWALK IN SPAN #2 AT UTILITY COVER PLATE.

EXPOSED REBAR ON TOP OF EAST SIDEWALK IN SPAN #6 NEAR DECK DRAIN. MINOR PONDING ON SIDEWALKS IN SPANS #6, #7, AND #8 NOT OBSERVED THIS INSPECTION DUE TO DRY CONDITIONS. MINOR DELAMINATION AND SPALLING OF EAST SIDEWALK IN SPAN #7 NEAR PIER #7. MINOR HORIZONTAL CRACKING WITH EFFLORESCENCE ON WEST CURB AND SIDEWALK IN SPAN #10

NEAR PIER #10.

58.6 MINOR MAP CRACKING OF PARAPETS THROUGHOUT; MINOR VERTICAL CRACKING AT RAIL POST LOCATIONS. MODERATE VERTICAL CRACKING (UP TO 1/8"W) OF APPROACH PARAPETS; MINOR DELAMINATION AND SPALLING ALONG CRACKS. MINOR VINE GROWTH ON WEST RAIL AT PIER #5. MINOR DELAMINATION AND SPALLING OF WEST PARAPET IN SPAN #9 AT PIER #8.

MINOR MAP CRACKING WITH EFFLORESCENCE AND DELAMINATION ON WEST PARAPET IN SPAN #9 NEAR MIDSPAN.

ONE RAIL POST ANCHOR BOLT NUT MISSING ON WEST RAILING IN SPAN #1 AT NORTH ABUTMENT, SPAN #1 OVER PIER #1, AND SPAN #8 OVER PIER #7. LOOSE RAIL POST ANCHOR BOLT NUTS ON WEST RAILING AT RAIL POSTS #1 AND #2 IN SPAN #1.

SHEARED RAIL POST ANCHOR BOLT ON WEST RAILING OF SPAN #1 AT NORTH END. BOTTOM RAIL OF EAST RAILING DETACHED IN SPAN #7 NEAR PIER #7, SPAN #8 NEAR PIER #7, SPAN #10 NEAR PIER #9, AND SPAN #10 NEAR PIER #10 (FOUR LOCATIONS TOTAL). BOTTOM RAIL OF EAST RAILING USED AS A UTILITY CONDUIT. MINOR COLLISION DAMAGE TO TOP RAIL OF EAST RAILING IN SPAN #8 AT PIER #8. LOOSE ANCHOR BOLT NUT ON WEST RAILING IN SPAN #10 AT PIER #11. VEGETATION GROWTH

ENCROACHING STRUCTURE ON WEST SIDE AT SOUTH APPROACH.

TWO MISSING BOTTOM RAIL-TO-RAIL POST CONNECTION BOLTS ON WEST RAILING IN SPAN #3 AT PIER #2 OF PEDESTRIAN BRIDGE. ISOLATED MISSING MASONRY STONES AT NORTH APPROACH PARAPETS FOR PEDESTRIAN BRIDGE. TWO BENT PEDESTRIAN RAILING BALUSTERS ON WEST RAILING AT SOUTH END STAIRCASE AT THIRD FLIGHT FROM BOTTOM.

58.7 MINOR TO MODERATE DEBRIS ACCUMULATION AND VEGETATION GROWTH IN CURBLINES; SOME DECK DRAINS CLOGGED.

PREVIOUSLY NOTED SIGNS OF PONDING AT PIERS #4 AND #5 ON EAST SIDE, PIER #7 ON BOTH SIDES, AND PIER #9 ON WEST

SIDE NOT OBSERVED THIS INSPECTION DUE TO DRY CONDITIONS.

58.8 UTILITY HATCH COVERS IN EAST SIDEWALK MISSING ALL HARDWARE AND WELDED SHUT.

BOTTOM RAIL IN EAST RAILING IS USED AS A UTILITY CONDUIT. SEE ALSO ITEM 58.6.

59.1 MINOR RUSTING OF BEARINGS. BEARINGS AT PIERS #1 AND #5 UP TO FULLY CONTRACTED AT 75°F. BEAM #1 BEARING IN SPAN #2 AT PIER #1 1/4" EXPANDED AT 75°F. MISSING ANCHOR BOLT ON EAST SIDE OF BEAM #3 BEARING IN SPAN #3 AT PIER #3.

ANCHOR BOLT NUT NOT FULLY SEATED ON WEST SIDE OF BEAM #2 BEARING IN SPAN #4 AT PIER #4. MISSING ANCHOR BOLTS AT BEAM #2 BEARING AND EAST SIDE OF BEAM #4 BEARING IN SPAN #6 AT PIER #5. THREE BEARING ANCHOR BOLTS BROKEN AT PIER #6 (NOTED IN 2004 UBIV INSPECTION). BEAM #3 BEARING SOLE PLATE IMPROPERLY INSTALLED IN SPAN #10 AT PIER #10.

MINOR TO MODERATE RUSTING OF BEARING PLATES FOR PEDESTRIAN BRIDGE; NUMEROUS BROKEN ANCHOR BOLTS AT PIERS

#2 THROUGH #4. BENT ANCHOR BOLT AT PIER #4.

59.2 EXPOSED REBAR CHAIRS ON UNDERSIDE OF SEVERAL BEAMS. MINOR VERTICAL CRACKING WITH EFFLORESCENCE ON HAUNCHES FOR BEAMS #1, #2, AND #4 IN SPAN #1 AND BEAMS #1 AND #4 IN SPAN #8. MINOR HORIZONTAL CRACKING WITH EFFLORESCENCE ALONG EXTERIOR SIDE OF BEAM #4 AT TOP IN SPAN #2. MINOR HONEYCOMBING WITH EXPOSED REBAR ON UNDERSIDE OF BEAM #1 IN SPAN #8 NEAR PIER #8 AND BEAMS #1 THROUGH #3 IN SPAN #10. MINOR DELAMINATION ON EXTERIOR SIDE OF BEAM #4 IN SPAN #2 NEAR MIDSPAN. MINOR SPALL WITH EXPOSED REBAR ON EXTERIOR SIDE OF BEAM #1 IN SPAN #10 AT PIER #9. CONCRETE PATCHING ON UNDERSIDE OF BEAMS #1, #2, AND #3 IN SPAN #10.

MINOR RUSTING OF PEDESTRIAN BRIDGE BEAMS. MINOR DISTORTION OF ISOLATED BEAMS IN SPANS #3 AND #4 OF

PEDESTRIAN BRIDGE, LIKELY DUE TO FLOOD DEBRIS IMPACT.

59.6 MINOR VERTICAL AND DIAGONAL CRACKING WITH MODERATE EFFLORESCENCE ON SEVERAL DIAPHRAGMS. EXPOSED REBAR CHAIRS THROUGHOUT UNDERSIDE OF MOST DIAPHRAGMS. MINOR SPALLING WITH EXPOSED REBAR ON UNDERSIDE OF END

DIAPHRAGMS AT PIERS #1 AND #3.

MINOR SPOT RUSTING OF PEDESTRIAN BRIDGE DIAPHRAGMS.

59.11 SEVERAL BENT HANGER RODS FOR PEDESTRIAN BRIDGE. MINOR RUSTING THROUGHOUT PEDESTRIAN BRIDGE FLOOR BEAMS.

MINOR FLOOD DEBRIS WEDGED BETWEEN DIAPHRAGMS/BEAMS AND DECK IN SPANS #1 AND #2.

BROKEN/MISSING METAL STAIR NOSING ON THREE STEPS AT SOUTH END STAIRCASE; NUMEROUS OTHER METAL STAIR

NOSINGS LOOSE. MINOR DELAMINATION AND SPALLING OF ONE STEP.

60.1

60.4

60.11

MINOR HORIZONTAL CRACKING WITH RUST STAINING ON SOUTH ABUTMENT BREASTWALL. MINOR DELAMINATION OF NORTH ABUTMENT BREASTWALL BELOW BEAM #2 AT TOP. MINOR SPALL WITH EXPOSED REBAR ON NORTH ABUTMENT BREASTWALL BELOW BEAM #3 AT BOTTOM. MINOR RANDOM CRACKING (UP TO 1/32"W) OF SOUTH ABUTMENT BREASTWALL. MODERATE VEGETATION GROWTH ON SOUTH ABUTMENT BREASTWALL AT WEST END AT TOP. PEELING PAINT ON SOUTH ABUTMENT

BREASTWALL.

MINOR HONEYCOMBING OF NORTH ABUTMENT BACKWALL BEHIND BEAM #4. MINOR VERTICAL CRACK WITH EFFLORESCENCE

ON NORTH ABUTMENT BACKWALL AT WEST END.

MINOR TO MODERATE CRACKING (UP TO 1/8"W) AND DETERIORATION OF NORTH ABUTMENT BREASTWALL MASONRY MORTAR

JOINTS FOR SLOPE PROTECTION, PEDESTRIAN WALKWAY, AND PEDESTRIAN BRIDGE.

60.3 MINOR DEBRIS ACCUMULATION ON ABUTMENT BEARING SEATS.

60.6 MINOR VINE GROWTH ON WINGWALLS. MINOR TO MODERATE RANDOM CRACKING WITH EFFLORESCENCE ON WINGWALLS.

MINOR SPALLING WITH EXPOSED REBAR ON SOUTHEAST AND NORTHWEST WINGWALLS. MINOR SPALLING OF SOUTHEAST

WINGWALL AT END.

60.9 MINOR EROSION ALONG NORTHWEST WINGWALL. MINOR EROSION ALONG WEST SIDE OF NORTH ABUTMENT SLOPE PROTECTION. MODERATE EROSION (4'L X 1'W X 6"D) WITH VOID (3' UNDER) ALONG SOUTHEAST WINGWALL. MODERATE SIZED

ANIMAL BURROW (UP TO 3'D) ADJACENT TO SOUTHEAST WINGWALL.

60.11 MISSING STONE ON NORTH ABUTMENT SLOPE PROTECTION NEAR EAST SIDE WITH MINOR UNDERMINING.

60.13 MINOR TO MODERATE VERTICAL, HORIZONTAL, AND RANDOM CRACKING (UP TO 1/8"W) WITH MOISTURE STAINS AND EFFLORESCENCE ON PIER WALLS AND COLUMNS AT RANDOM LOCATIONS. MINOR DELAMINATION AND SPALLING, SOME WITH MINOR SECTION LOSS ON EXPOSED REBAR, ON PIER WALLS AND COLUMNS AT RANDOM LOCATIONS. MINOR POPOUTS ON PIER WALLS AND COLUMNS AT ISOLTED LOCATIONS. MINOR MOWER SCRAPES ON PIER COLUMNS AT PIERS #5 - #8 AT BOTTOM.

MODERATE VEGETATION GROWTH ON PIERS #1, #3, #5, #9, AND #10. FILLED CORE HOLES ON PIER WALLS AND COLUMNS AT

ISOLATED LOCATIONS.

MINOR SCALING OF PIER WALLS AND COLUMNS ALONG WATERLINE AT PIERS #2 THROUGH #5. MINOR DELAMINATION OF NORTH SIDE OF PIER #1 WALL AT TOP BELOW EAST BEAM OF PEDESTRIAN BRIDGE. MINOR SPALING WITH EXPOSED REBAR ON NORTH SIDE OF PIER #3 WALL AND SOUTH SIDE OF PIER #4 WALL. SEVERE VERTICAL THROUGH CRACK (1/2"W X FULL HEIGHT X FULL DEPTH) AT CENTERLINE OF PIER #7 WALL WITH MINOR TO MODERATE EDGE SPALLING WITH EXPOSED REBAR ALONG CRACK; MODERATE MAP CRACKING WITH EFFLORESCENCE AND MOISTURE STAINING AT TOP; MODERATE DELAMINATION ON

BOTH SIDES.

60.15 MINOR TO MODERATE RANDOM CRACKING (UP TO 1/16"W) WITH EFFLORESCENCE ON BEARING SEATS AND SIDES OF PIER CAPS; MINOR SCALING/ABRASION AND WIDESPREAD STAINING DUE TO LEAKAGE THROUGH DECK JOINTS. MINOR DELAMINATION AND SPALLING, SOME WITH MINOR SECTION LOSS ON EXPOSED REBAR, ON PIER CAPS AT RANDOM

LOCATIONS. FILLED CORE HOLES ON PIER CAPS AT ISOLATED LOCATIONS.

DETERIORATION OF GROUT ON TOP OF PIER CAPS SURROUNDING MASONRY PLATES AT RANDOM LOCATIONS. MINOR TO MODERATE ACCUMULATION OF TIMBER DEBRIS ON TOP OF PIERS #1 AND #2. MINOR TO MODERATE SPALLING (1-1/2"D) WITH EXPOSED REBAR ON NORTH SIDE OF PIER #2 CAP, NORTH SIDE OF PIER #6 CAP BELOW BEAM #1, NORTH SIDE OF PIER #7 CAP, AND SOUTH SIDE OF PIER #9 CAP.

MINOR TO MODERATE CRACKING (1/32"W), SOME WITH EFFLORESCENCE, AND WIDESPREAD MINOR TO MODERATE DELAMINATION AND SPALLING (UP TO 2"D) WITH EXPOSED REBAR ON UNDERSIDE OF PIER CAPS. SEVERAL AREAS OF DELAMINATION OVERHEAD OF PEDESTRIAN BRIDGE POSE A HAZARD TO PEDESTRIANS; SEVERAL AREAS REMOVED WITH

SOUNDING HAMMER AT TIME OF INSPECTION.

60.17 MINOR EROSION ON BOTH SIDES OF PIER #5.

FROM 2014 INSPECTION REPORT: EMERGENCY UNDERWATER INSPECTION PERFORMED 10/14. PIER #2 FOOTINGS PARTIALLY EXPOSED. TOP FACE OF PIERS #3 AND #4 FOOTINGS EXPOSED. UPSTREAM FACE OF PIER #4 UPSTREAM FOOTING EXPOSED, INCLUDING APPARENT CONCRETE OVERPOUR OR POSSIBLE PORTION OF TREMIE SEAL AT RIVER BOTTOM. PIER #5 FOOTINGS

NOT EXPOSED. NO UNDERMINING NOTED.

FROM 2018 UNDERWATER INSPECTION REPORT: SUBSTRUCTURE UNITS OF JAMES RIVER BRIDGE WERE OBSERVED TO BE IN GOOD CONDITION OVERALL WITH AGE-RELATED STRUCTURAL DEFICIENCIES CONSISTING OF SPALLS WITH NO EXPOSED REBAR, SCALING UP TO 1/2"D, AND HAIRLINE TO 1/16"W CRACKING IN CONCRETE COLUMNS WHICH SHOW NO SIGNS OF RUST STAINING. MAJORITY OF THESE CONDITIONS ARE PRE-EXISTING AND HAVE REMAINED UNCHANGED SINCE THE 2013 UNDERWATER INSPECTION. IN LIGHT OF 2018 INSPECTION FINDINGS, NO STRUCTURAL REPAIRS ARE WARRANTED BECAUSE OBSERVED DEFICIENCIES ARE NOT STRUCTURALLY SIGNIFICANT AT THIS TIME. IT IS RECOMMENDED, HOWEVER THAT SUBSTRUCTURE ELEMENTS BE INSPECTED AT INTERVALS NOT EXCEEDING 60 MONTHS TO MONITOR ANY CHANGES IN CONDITIONS OF SUBSTRUCTURE UNITS. FOOTING EXPOSURE AT PIERS #2, #3, AND #4 (UP TO 4.1'D) SHOWS NO APPRECIABLE CHANGE SINCE 2013 INSPECTION. IN LIGHT OF UNCHANGED CONDITIONS, NO REPAIRS OR SCOUR COUNTERMEASURES ARE RECOMMENDED AT THIS TIME. IT IS RECOMMENDED, HOWEVER THAT CHANNEL BOTTOM BE MONITORED FOR CHANGES

DURING FUTURE ROUTINE INSPECTIONS AND AFTER SIGNIFICANT STORM OR FLOOD EVENTS.

61.2 SEE BRIDGE FILE FOR SCOUR EVALUATION.

61.4 MINOR DRIFT ACCUMULATION AT UPSTREAM END OF PIER #3.

222.4

222.6

ASPHALT APPROACH ROADWAY RESURFACED SINCE LAST INSPECTION. EVIDENCE OF PONDING AT NORTH ABUTMENT.

MINOR SETTLEMENT (3/4") OF NORTH APPROACH MASONRY FOR PEDESTRIAN BRIDGE. SEVERAL MASONRY STONES MISSING

AT EAST END OF NORTH APPROACH FOR PEDESTRIAN BRIDGE.

222.7 "HARRY FLOOD BYRD MEMORIAL BRIDGE - JAMES RIVER" SIGN PRESENT ON EAST SIDE AT SOUTH APPROACH; MINOR DAMAGE.

SURVEY MARKER ON TOP OF NORTHEAST WINGWALL.

36.A BRIDGE RAILING HEIGHT OF 2'-4" DOES NOT MEET MINIMUM HEIGHT REQUIREMENTS OF 3'-6" FOR PEDESTRIAN SAFETY

BARRIERS.

STRUCTURE LOAD RATING STRUCTURE NO. 5140-016P

TRUCK TYPE

INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)

TONS METRIC TONS TONS METRIC TONS

H 8 7 15 14

HS 21 19 36 33

TYPE 3 14 13 25 23

TYPE 3S2 21 19 36 33

TYPE 3-3 23 21 40 36

DESIGN LOADING: 2 - H 15

CAPACITY MEETS OR EXCEEDS DESIGN LOAD

X CAPACITY IS LESS THAN DESIGN LOAD

ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION: 06/19/2019

LOAD RATING CONTROLLED BY:

REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-016P

JAMES RIVER BR DGE INSPECTION DATE: 06/16/2022

STRUCTURE IDENTIFICATION

(201) PARK: BLUE RIDGE PARKWAY

(202) STRUCTURE NAME:..............JAMES RIVER BRIDGE

(203) STRUCTURE KIND:............... 1 - BRIDGE

(204) STRUCTURE NUMBER:.........5140-016 P

4 - SOUTHEAST(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:............. 016P

(208) NPS ROAD CLASS:............... 1 - PRINCIPAL PARK ROAD

(209) WITHIN NPS BNDRY?:.......... Yes

(210) OPERATING UNIT:.................JAMES RIVER

(211) PROJECT NO(S):................... 1H3, 1H8

(212) DRAWING NUMBERS:

(21) MAINTAINED BY:......................66 - NATIONAL PARK SERVICE

(22) OWNER:................................... 66 - NATIONAL PARK SERVICE

(1) STATE:

(2) STATE HWY. AGENCY DIST:

(3) COUNTY CODE:

(4) CITY / PLACE CODE:

(5) INVENTORY ROUTE:

(6) FEATURES INTERSECTED:

(7) FACILITY CARRIED:

(8) STATE STRUCTURE NO:

(9) LOCATION:

(10) INV. RTE. - MIN. VERT. CLR:

(11) MILE POINT:

(27) YEAR BUILT:

(106) YEAR RECONSTRUCTED:

(20) TOLL:

(37) HISTORIC DESIGNATION:

513 - VIRGINIA

51019 BEDFORD

00000

1 6 1 00001 0

JAMES RIVER & U.S. ROUTE 501

BLUE RIDGE PARKWAY

5140016P0000000

2 0 MILES TO VA ROUTE 130.

99.99 FT ( 99.99 M)

63.64 (KM PT: 102.4)

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL:..........1 - CONCRETE (44A) APPR. STR. MATERIAL:............ 0 - Other

(43B) MAIN STR. TYPE:.................. 04 - TEE BEAM (44B) APPR. STR. TYPE:.................... 00 - OTHER

(45) NO. OF MAIN SPANS:..............011 (46) NO OF APPROACH SPANS:

(48) MAX. SPAN LENGTH:..............100 FT ( 30.5 M)

(49) STRUCTURE LENGTH:........... 1045 FT ( 318.5 M) (108) WEAR SURFACE/PROTECT SYSTEM:

.0

(216A) ABUTMENT #1 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L A) TYPE WEARING SURFACE:.. 6 - BITUMINOUS

(216B) ABUTMENT #2 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L B) TYPE MEMBRANE:................. 0 - NONE

(217A) PREDOM. PIER FDN:.......... 2 - SPREAD FTG ON BEARING MAT'L C) TYPE PROTECTION:.............. 0 - NONE

(217B) SECOND. PIER FDN:.......... 2 - SPREAD FTG ON BEARING MAT'L (218) IS SALT USED?.......................... NO

(107) DECK TYPE:.......................... 1 - CONCRETE CAST-IN-PLACE

LOAD RATING AND POSTING

(31) DESIGN LOAD:.........................2 - H 15 (41) LOAD RESTRICTION:.................. A - OPEN

(66) INVENTORY RATING:..............21.0 TONS ( 19.1 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL

LOADS

(64) OPERATING RATING:..............36.0 TONS ( 32.7 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 06/17/2022 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

(219) ADD. STUDIES NEEDED: N - 4 - NON-DESTRUCTIVE TESTING (A) FRACTURE CRITICAL:.......... N

(220) SPECIAL STUDY TYPE: 4 - NON-DESTRUCTIVE TESTING INSP. EVERY MONTHS - LAST INSP:

(221) SPECIAL STUDY DATE: 11/07/2019 (B) UNDERWATER:..................... Y

INSP. EVERY 60 MONTHS - LAST INSP: 07/01/2018

(C) SPECIAL INSPECTION:........ N

INSP. EVERY MONTHS - LAST INSP:

https://RATING:

https://RATING:

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-016P

JAMES RIVER BR DGE INSPECTION DATE: 06/16/2022

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 37° 33'17.70" (51) CURB TO CURB WIDTH:............ 26.0 FT ( 7.9 M)

(17) LONGITUDE:............................ 79°22 '11 50" (52) DECK WIDTH:.......................... 33.0 FT ( 10.1 M)

(19) DETOUR LENGTH:.................. 6 MI ( 10 KM) (32) APPR. ROADWAY WIDTH:...... 30.0 FT ( 9.1 M)

(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 22.0 FT ( 6.7 M)

(28B) LANES UNDER STRUCT:......02 LEFT SHOULDER:............... 4 0 FT ( 1.2 M)

(42A) SERVICE ON:.........................5 - HIGHWAY-PEDESTRIAN RIGHT SHOULDER:.......... 4 0 FT ( 1.2 M)

(42B) SERVICE UNDER:................. 8 - HIGHWAY - WATERWAY - (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN

RAILROAD

(29) AVG DAILY TRAFFIC:..............474 (34) SKEW ANGLE:......................... 0 °

(30) YEAR OF ADT:......................... 2012 (35) STRUCTURE FLARED:............ 0 - NO FLARE

(114) FUTURE ADT:.........................521 (47) TOTAL HORIZ. CLEARANCE:.. 26 FT ( 7.9 M)

(115) YEAR OF FUTURE ADT:........2032 (50) SIDEWALKS

(101) PARALLEL STRUCTURE:......N - NO PARALLEL STRUCTURE LEFT:.................................... 2 5 FT ( 0.8 M)

(38) NAVIGATION CONTROL:.........0 - NO NAVIGATION CONTROL ON RIGHT:.................................. 2 5 FT ( 0.8 M)

WATERWAY (BRIDGE PERMIT NOT

REQUIRED)

(39) VERTICAL CLEARANCE:.........0 FT ( 0 M) (214) BRIDGE RAIL TYPE

(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:...... 2 - MOUNTED ON PARAPET

(111) ABUT OR PIER PROT:........... MATERIAL:........................... 2 - CONCRETE/ALUMINUM

LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 1 - CONTINUOUS RAIL

(55) RIGHT:..............................22.0 FT ( 6.71 M) (215) BRIDGE RAIL HEIGHT:.......... 3 00 FT ( 0 91 M)

(56) LEFT:................................ 0 FT ( 0 M) (53) MIN. VRT. CLR. OVER DECK: 99.99 FT ( 99.99 M)

(54) MIN. VRT. UNDRCLRANCE:... 23.42 FT ( 7.14 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK:....................................... 6 (67) STRUCTURAL EVALUATION:

(59) SUPERSTRUCTURE:...............5 (68) DECK GEOMETRY:

(60) SUBSTRUCTURE:.......... 5 (69) UNDERCLEARANCES:

(61) CHANNEL:................................7 (71) WATERWAY ADEQUACY:

(62) CULVERT:.................................N (72) APPROACH ALIGNMENT:

(222) APPROACHES:...................... 7 (113) SCOUR CRITICAL:.................... 4 - ACTION IS REQUIRED TO

PROTECT EXPOSED FOUNDATIONS

(223) RETAINING WALL:.................N (225) PURPOSE OF IMPROVEMENT: 2 - REHAB/RECONSTRUCTION

(36) TRAFFIC SAFETY FEAT: 0 N N N (226) PRIORITY OF IMPROVEMENT: B - MAJOR

(75A) TYPE OF WORK:................... (227) MAINTENANCE COST:.............$

(75B) WORK DONE BY:.................. (228) REHAB / RECNSTR COST:..... $

(76) IMPROVEMENT LENGTH:....... FT ( 0 M) (229) CONSTRUCTION COST:.......... $

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1984-JOINT REPAIR. 2020-WEARING SURFACE AND APPROACHES RESURFACED.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

https://RIGHT:

https://33'17.70

Inspector: Luke Sheptuck Structure Number: 5140016P0000000

Inspection Date: 06/17/2022 Facility Carried: BLUE RIDGE PARKWAY

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING NORTHBOUND TOWARD SKYLINE DRIVE

PHOTO 4

Description EAST (DOWNSTREAM) SIDE

Bridge Inspection Report

Pictures

PHOTO 5

Description GENERAL TOPSIDE VIEW LOOKING NORTH; NOTE ASPHALT WEARING SURFACE

RESURFACED SINCE LAST INSPECTION

PHOTO 6

Description TYPICAL RUSTING OF STEEL SLIDING PLATES ON CURBS AT DECK EXPANSION JOINTS;

WEST SIDE AT PIER #1 SHOWN

Bridge Inspection Report

Pictures

PHOTO 7

Description TYPICAL TRANSVERSE CRACKING OF ASPHALT WEARING SURFACE OVER ASPHALTIC

PLUG EXPANSION JOINTS; OVER PIER #5 SHOWN

PHOTO 8

Description POTHOLE IN SPAN #10 NEAR PIER #10

Bridge Inspection Report

Pictures

PHOTO 9

Description TYPICAL DELAMINATION AND SPALLING OF CURBS AT EXPANSION JOINTS OVER PIERS;

WEST CURB AT PIER #2 SHOWN

PHOTO 10

Description DELAMINATION AND SPALLING OF EAST SIDEWALK IN SPAN #7 NEAR PIER #7

Bridge Inspection Report

Pictures

PHOTO 11

Description TYPICAL TRANSVERSE CRACKING OF APPROACH SIDEWALKS; EAST SIDE AT NORTH

APPROACH SHOWN; ALSO NOTE TYPICAL VERTICAL CRACKING OF APPROACH

PARAPETS WITH DELAMINATION AND SPALLING ALONG CRACKS

PHOTO 12

Description DELAMINATION AND SPALLING OF WEST PARAPET IN SPAN #9 AT PIER #8

Bridge Inspection Report

Pictures

PHOTO 13

Description SHEARED RAIL POST ANCHOR BOLT ON WEST RAILING IN SPAN #1 AT NORTH END; ALSO

NOTE MISSING RAIL POST ANCHOR BOLT NUT

PHOTO 14

Description BOTTOM RAIL OF EAST RAILING DETACHED IN SPAN #8 NEAR PIER #7

Bridge Inspection Report

Pictures

PHOTO 15

Description COLLISION DAMAGE TO TOP RAIL OF EAST RAILING IN SPAN #8 AT PIER #8

PHOTO 16

Description TYPICAL DEBRIS ACCUMULATION AND VEGETATION GROWTH IN CURBLINES; WEST SIDE

IN SPANS #1 AND #2 SHOWN; NOTE CLOGGED DECK DRAINS

Bridge Inspection Report

Pictures

PHOTO 17

Description TYPICAL UTILITY HATCH COVERS IN EAST SIDEWALK MISSING ALL HARDWARE AND

WELDED SHUT; SPAN #2 SHOWN; ALSO NOTE DELAMINATION AND SPALLING OF

SIDEWALK

PHOTO 18

Description UNEVEN ROADWAY SURFACE DUE TO SETTLEMENT OF NORTH APPROACH PAVEMENT

Bridge Inspection Report

Pictures

PHOTO 19

Description VEGETATION GROWTH ENCROACHING STRUCTURE ON WEST SIDE AT SOUTH

APPROACH

PHOTO 20

Description DAMAGE TO SIGN ON EAST SIDE AT SOUTH APPROACH

Bridge Inspection Report

Pictures

PHOTO 21

Description GENERAL UNDERSIDE VIEW LOOKING SOUTH, SPAN #4

PHOTO 22

Description SPALL ON UNDERSIDE OF WEST OVERHANG AT NORTH ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 23

Description TYPICAL BEARING CONTRACTION AT PIER #1; BEAM #3 IN SPAN #1 SHOWN; ALSO NOTE

TYPICAL RUSTING OF BEARINGS

PHOTO 24

Description MISSING ANCHOR BOLT ON EAST SIDE OF BEAM #3 BEARING IN SPAN #3 AT PIER #3;

ALSO NOTE TYPICAL RUSTING OF BEARINGS

Bridge Inspection Report

Pictures

PHOTO 25

Description MISSING ANCHOR BOLTS AT BEAM #2 BEARING IN SPAN #6 AT PIER #5

PHOTO 26

Description HONEYCOMBING WITH EXPOSED REBAR ON UNDERSIDE OF BEAM #2 IN SPAN #10; ALSO

NOTE CONCRETE PATCHING

Bridge Inspection Report

Pictures

PHOTO 27

Description DELAMINATION ON EXTERIOR SIDE OF BEAM #4 IN SPAN #2 NEAR MIDSPAN

PHOTO 28

Description TYPICAL VERTICAL CRACKING WITH EFFLORESCENCE ON DIAPHRAGMS; END

DIAPHRAGM BETWEEN BEAMS #3 AND #4 IN SPAN #5 AT PIER #4 SHOWN

Bridge Inspection Report

Pictures

PHOTO 29

Description TYPICAL SPALLING WITH EXPOSED REBAR ON UNDERSIDE OF END DIAPHRAGMS AT

PIERS #1 AND #3; END DIAPHRAGM BETWEEN BEAMS #2 AND #3 AT PIER #1 SHOWN

PHOTO 30

Description GENERAL VIEW OF SOUTH ABUTMENT; NOTE VEGETATION GROWTH AT WEST END AT

TOP

Bridge Inspection Report

Pictures

PHOTO 31

Description DELAMINATION OF NORTH ABUTMENT BREASTWALL BELOW BEAM #2 AT TOP

PHOTO 32

Description SPALL WITH EXPOSED REBAR ON NORTH ABUTMENT BREASTWALL BELOW BEAM #3 AT

BOTTOM

Bridge Inspection Report

Pictures

PHOTO 33

Description TYPICAL DEBRIS ACCUMULATION ON ABUTMENT BEARING SEATS; NORTH ABUTMENT

BETWEEN BEAMS #3 AND #4 SHOWN

PHOTO 34

Description TYPICAL VINE GROWTH ON WINGWALLS; NORTHEAST WINGWALL SHOWN

Bridge Inspection Report

Pictures

PHOTO 35

Description SPALLING OF SOUTHEAST WINGWALL AT END

PHOTO 36

Description EROSION ALONG WEST SIDE OF NORTH ABUTMENT SLOPE PROTECTION

Bridge Inspection Report

Pictures

PHOTO 37

Description EROSION WITH VOID BELOW SOUTHEAST WINGWALL

PHOTO 38

Description MISSING STONE IN NORTH ABUTMENT SLOPE PROTECTION NEAR EAST SIDE; NOTE

UNDERMINING

Bridge Inspection Report

Pictures

PHOTO 39

Description GENERAL VIEW OF PIER #6, NORTH SIDE

PHOTO 40

Description TYPICAL VERTICAL CRACKING WITH MOISTURE STAINS AND EFFLORESCENCE ON PIER

COLUMNS; EAST COLUMN AT PIER #7 SHOWN

Bridge Inspection Report

Pictures

PHOTO 41

Description TYPICAL SPALLING WITH EXPOSED REBAR ON PIER COLUMNS; SOUTH SIDE OF WEST

COLUMN AT PIER #5 SHOWN

PHOTO 42

Description VEGETATION GROWTH ON PIER #5

Bridge Inspection Report

Pictures

PHOTO 43

Description TYPICAL VERTICAL CRACKING WITH MOISTURE STAINING AND EFFLORESCENCE ON

PIER WALLS; NORTH SIDE OF PIER #1 WALL SHOWN; ALSO NOTE DELAMINATION AT TOP

PHOTO 44

Description VERTICAL CRACK AT CENTERLINE OF PIER #7 WALL WITH EDGE SPALLING AND

EXPOSED REBAR ALONG CRACK; NORTH SIDE SHOWN; ALSO NOTE MAP CRACKING

WITH EFFLORESCENCE AND MOISTURE STAINING WITH DELAMINATION AT TOP

Bridge Inspection Report

Pictures

PHOTO 45

Description TYPICAL CRACKING WITH EFFLORESCENCE AND STAINING ON PIER CAPS DUE TO

LEAKAGE THROUGH DECK JOINTS; SOUTH SIDE OF PIER #3 CAP AT WEST END SHOWN

PHOTO 46

Description TYPICAL SPALLING WITH EXPOSED REBAR ON PIER CAPS; SOUTH SIDE OF PIER #4 CAP

NEAR WEST END SHOWN

Bridge Inspection Report

Pictures

PHOTO 47

Description ACCUMULATION OF TIMBER DEBRIS ON TOP OF PIER #1 CAP

PHOTO 48

Description TYPICAL DELAMINATION AND SPALLING WITH EXPOSED REBAR ON UNDERSIDE OF PIER

CAPS; PIER #3 CAP SHOWN

Bridge Inspection Report

Pictures

PHOTO 49

Description EROSION AT WEST SIDE OF PIER #5

PHOTO 50

Description DRIFT ACCUMULATION AT UPSTREAM END OF PIER #3

Bridge Inspection Report

Pictures

PHOTO 51

Description GENERAL VIEW OF PEDESTRIAN BRIDGE LOOKING SOUTH

PHOTO 52

Description GENERAL VIEW OF PEDESTRIAN BRIDGE STAIRCASE LOOKING NORTH

Bridge Inspection Report

Pictures

PHOTO 53

Description GENERAL TOPSIDE VIEW OF PEDESTRIAN BRIDGE LOOKING SOUTH

PHOTO 54

Description TYPICAL TRANSVERSE CRACKING OF PEDESTRIAN BRIDGE DECK SURFACE; SPAN #3

SHOWN

Bridge Inspection Report

Pictures

PHOTO 55

Description PEDESTRIAN DECK SURFACE UNEVEN AT JOINT OVER PIER #3

PHOTO 56

Description MISSING BOTTOM RAIL-TO-RAIL POST CONNECTION BOLTS ON WEST RAILING IN SPAN

#3 AT PIER #2 OF PEDESTRIAN BRIDGE

Bridge Inspection Report

Pictures

PHOTO 57

Description TWO BENT PEDESTRIAN RAILING BALUSTERS ON WEST RAILING AT SOUTH END

STAIRCASE AT THIRD FLIGHT FROM BOTTOM

PHOTO 58

Description SETTLEMENT OF NORTH APPROACH MASONRY FOR PEDESTRIAN BRIDGE

Bridge Inspection Report

Pictures

PHOTO 59

Description MISSING MASONRY STONES AT EAST END OF NORTH APPROACH FOR PEDESTRIAN

BRIDGE

PHOTO 60

Description GENERAL UNDERSIDE VIEW OF PEDESTRIAN BRIDGE LOOKING SOUTH, SPAN #2

Bridge Inspection Report

Pictures

PHOTO 61

Description TYPICAL RUSTING OF BEARINGS FOR PEDESTRIAN BRIDGE; BEARINGS OVER PIER #2

SHOWN; ALSO NOTE BROKEN ANCHOR BOLTS

PHOTO 62

Description TYPICAL RUSTING OF PEDESTRIAN BRIDGE BEAMS; EAST SIDE OF BEAM #2 IN SPAN #1

Bridge Inspection Report

Pictures

PHOTO 63

Description TYPICAL RUSTING OF PEDESTRIAN BRIDGE FLOOR BEAMS; WEST SIDE IN SPAN #4

SHOWN

PHOTO 64

Description TYPICAL BENT HANGER RODS FOR PEDESTRIAN BRIDGE; WEST SIDE IN SPAN #2

Bridge Inspection Report

Pictures

PHOTO 65

Description FLOOD DEBRIS WEDGED BETWEEN DIAPHRAGMS/BEAMS AND DECK IN SPAN #2 OF

PEDESTRIAN BRIDGE

PHOTO 66

Description BROKEN/MISSING METAL STAIR NOSING ON STEPS AT SOUTH END STAIRCASE OF

PEDESTRIAN BRIDGE; THIRD FLIGHT FROM BOTTOM SHOWN

Bridge Inspection Report

Pictures

PHOTO 67

Description DELAMINATION AND SPALLING OF STEP AT SOUTH END STAIRCASE FOR PEDESTRIAN

BRIDGE

PHOTO 68

Description GENERAL VIEW OF NORTH ABUTMENT FOR PEDESTRIAN BRIDGE

Bridge Inspection Report

Pictures

PHOTO 69

Description TYPICAL DETERIORATION OF MASONRY MORTAR JOINTS AT NORTH ABUTMENT

BREASTWALL OF PEDESTRIAN BRIDGE; EAST END SHOWN

PHOTO 70

Description UPSTREAM CHANNEL

Bridge Inspection Report

Pictures

PHOTO 71

Description DOWNSTREAM CHANNEL