Bridge_Inspection_Rpt_STR_5140-125P.pdf

BRIDGE INSPECTION REPORT

FRENCH BROAD RIVER BRIDGE

BLUE RIDGE PARKWAY OVER FRENCH BROAD RIVER & NC ROUTE 191

BLUE RIDGE PARKWAY

LS

STRUCTURE NO. 5140-125P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 6/12/15

Report prepared by: EU

MILE POINT: 393.44

Federal Highway Administration KILOMETER POINT: 632.99 Federal Lands Bridge Office Bridge Inspection and Management Program 21400 Ridgetop Circle Sterling, Virginia 20166 https://bridge.flhd.fhwa.dot.gov

STRUCTURE SUMMARY STRUCTURE NO. 5140-125P

FRENCH BROAD RIVER BRIDGE INSPECTION DATE: 6/12/15

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL: ....... CONCRETE CONTINUOUS NO. OF MAIN SPANS:

MAIN SPAN TYPE: ............... BOX GIRDER - SINGLE or SPREAD NO. OF APPR. SPANS:

# OF BEAMS, MAIN SPAN: .. 1 STRUCT. TOTAL LENGTH: .. 924.4 FT (281.8 M)

DECK TYPE: ......................... CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: .......... 98.5 FT (30.0 M) WEARING SURFACE: .......... NONE DECK WIDTH: ...................... 35.8 FT (10.9 M) ABUT. FOUNDATIONS: ........ SPREAD FTG ON BEARING MAT'L CURB TO CURB WIDTH: ..... 28.0 FT (8.5 M)

PIER FOUNDATION(S): ........ SPREAD FTG ON BEARING MAT'L YEAR BUILT:

ABUTMENT / PIER MAT'L: ... CONCRETE YEAR RECONSTRUCTED: .. N/A

PROJ./PLAN REF. NO: ......... 2R11 / NONE SKEW ANGLE: ..................... 29 °

NPS ROAD CLASS: .............. 1 - PRINCIPAL PARK ROAD FRACTURE CRITICAL: ........ NO STRUCTURE HISTORY: ...... 2009- SPALL ON DECK IN SPAN #5 REPAIRED; DECK AND DECK JOINTS SEALED

LOCATION

BLUE RIDGE PARKWAY MILE POINT: ..................... 393.44 (KM PT 632.99)

STATE: ................................. NORTH CAROLINA LOCATION: 1.7 MILES TO I-26

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

FEATURE INTERSECTED: .. FRENCH BROAD RIVER & NC ROUTE 191

STRUCTURE EVALUATION SUMMARY

This concrete box girder bridge is in fair condition overall. Problems include transversal and map cracking on wearing surface plus three spalls, one with exposed rebar; impact damage to the west railing near the north end and at the south end, and a detached section near Pier #7; and spalling with exposed rebar at the west parapet, at the north abutment breastwall, at the underside of the box girder in Span #10, at the west overhang near the south abutment, and on the southwest wingwall. Other problems include several minor spalls with exposed rebar on the box underside throughout the structure, and debris accumulation at the upstream end of Piers #5, and #6.

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

INSPECTION TEAM: C. CASTRO, R. SILVESTRY

CONDITION ASSESSMENT:

CARLOS CASTRO, P.E., FIELD TEAM LEADER 571-434-1546

REPORT REVIEW:

MARCUS MILLER, P.E., SENIOR INSPECTION ENGINEER 703-404-6252

REPORT APPROVAL: DATE: 12/31/15

JORGOMAI CEESAY, PH.D., P.E., BIP SUPERVISORY ENGINEER 703-404-6244

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5140-125P

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

B (Major) - Structure is seriously deficient or presents a safety hazard, but can remain in service 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. Preventative maintenance may be required.

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

D226 PRIORITY OF IMPROVEMENT

ITEM

NO.

MAINTENANCE RECOMMENDATIONS

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT COST

UNIT

ESTIMATE

COST

PRELIM.

58.6 REPLACE BROKEN RAIL SECTIONS AT SOUTH END OF WEST RAIL AND NORTH

END OF WEST RAIL. REPAIR DISLOCATED SECTION OF WEST RAIL OVER PIER #7.

REPLACE RANDOM MISSING NUTS IN WEST RAIL.

20 LF $250 $5,000

58.1, 59.2, 60.1

CLEAN AND SEAL EXPOSED REBAR THROUGHOUT STRUCTURE WITH APPROVED

PROTECTIVE COATING.

1 LS $2,000 $2,000

60.13, 61.4 REMOVE DEBRIS ACCUMULATION AT END OF PIERS. 1 LS $1,000 $1,000

PRELIM. MAINTENANCE TOTAL : $8,000

ITEM

NO.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS) QTY. UNIT UNIT

COST ESTIMATES

PRELIM. COST

REHAB. RECONSTR.

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL:

PRELIM. REHABILITATION TOTAL:

PRELIM. RECONSTRUCTION TOTAL: ...

TOTAL ITEMIZED COSTS:

$0 $0 $8,000

$8,000

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 preliminary planning purposes only; they should not be used as a complete or final engineers estimate.)

$8,000

REMARKS: Hinges for hatch at Span #3 are missing; all other hatches are grouted shut.

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

FIELD INSPECTION REPORT STRUCTURE NO. 5140-125P

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

N NOT APPLICABLE

9 EXCELLENT CONDITION

8 VERY GOOD CONDITION - no problems noted.

7 GOOD CONDITION - some minor problems.

6 SATISFACTORY CONDITION - structural elements show some minor deterioration.

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

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

3 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.

2 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.

1 “IMMINENT” FAILURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability. Structure is closed to traffic but corrective action may return structure to light service.

0 FAILED CONDITION - out of service; beyond corrective action.

CONDITION RATING CODE EQUIVALENTS FOR SUB-ELEMENTS

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

58. DECK 6

1. DECK SLAB F

2. EXPANSION JOINTS F

3. WEARING SURFACE N

4. RIDEABILITY G

5. CURBS, SIDEWALKS, AND MEDIAN G

6. PARAPETS AND/OR RAILINGS F

7. DRAINS AND DRAINAGE F

8. UTILITIES N

9. DEFLECTION AND/OR VIBRATION G

10. OTHER N

59. SUPERSTRUCTURE 6

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

ABUTMENTS

1. BREASTWALLS OR COLUMNS

2. PILE BENTS

3. CAPS AND/OR BEARING SEATS

4. BACKWALLS AND/OR BULKHEADS

5. FOUNDATIONS

6. WINGWALLS

7. WEEP HOLES

8. EXPANSION JOINTS

9. EROSION AND/OR SCOUR

10. SETTLEMENT OR DEFLECTION

11. SLOPE PROTECTION

12. OTHER

PIER(S)

13. WALLS AND/OR COLUMNS

14. PILE BENTS

15. CAPS AND/OR BEARING SEATS

16. FOUNDATIONS (CONCRETE FTG)

17. EROSION AND/OR SCOUR

18. SETTLEMENT OR DEFLECTION

19. OTHER

G F N N N N N N G G N

G N G N N G F N F G N N

G N N G G G N

58.1,5

58.2

58.6

58.7

59.2

59.9

ITEM REFERENCE AND REMARKS

WIDESPREAD MINOR HONEYCOMBING, SPALLING, AND POPOUTS

WITH EXPOSED REBAR THROUGHOUT DECK UNDERSIDE.

DIAGONAL AND TRANSVERSE CRACKING THROUGHOUT DECK

SURFACE. SPALL (8" DIA.) IN SPAN #5, SOUTHBOUND LANE AND (3"

DIA.) IN SPAN #3, NORTHBOUND LANE. SPALL WITH EXPOSED

REBAR ON DECK OVERHANG UNDERSIDE ON WEST SIDE AT SOUTH

ABUTMENT WITH MODERATE CRACK DEVELOPING INTO SPALL.

MINOR CRACKING WITH EFFLORESCENCE ON OVERHANGS IN

SEVERAL LOCATIONS. MINOR SCALING ON DECK, CURBS, AND

SIDEWALKS.

DROP-IN SPANS HAVE SOIL ACCUMULATION IN SLIDING PLATE

JOINT. MINOR DETERIORATION OF JOINT FILLER MATERIAL AT

NORTH ABUTMENT JOINT. UNDERSIDE OF JOINTS IN NORTH

DROP-IN SPAN WET THROUGHOUT.

ONE SECTION OF METAL RAILING HAS DETACHED FROM RAIL POST

IN SPAN #8 NEAR PIER #7, WEST SIDE. MINOR CRACKING AND

SPALLING OF CONCRETE PARAPETS WITH EFFLORESCENCE AND

EXPOSED REBAR. MODERATE COLLISION DAMAGE TO SOUTHWEST

RAIL END; POST HAS SHEARED AT BASE. MISSING NUT ON WEST

RAIL 16' SOUTH OF PIER #7. IMPACT DAMAGE (LIKELY FROM FALLEN

TREE) TO 8' SECTION OF WEST RAIL, 20' FROM NORTH TRANSITION.

MOSS GROWTH AT BASE OF RAILNG POSTS.

MINOR TO MODERATE DEBRIS ACCUMULATION ALONG CURBLINES.

MINOR SPALLING WITH EXPOSED REBAR THROUGHOUT BOX

GIRDER. MINOR CRACKING OF SPAN #6, EAST SIDE. WIDESPREAD

MINOR AND HAIRLINE CRACKING THROUGHOUT STRUCTURE. AREA

OF HONEYCOMBING WITH EXPOSED REBAR NEAR EAST EDGE OF

SOUTH DROP-IN SPAN. 3'X5' AREA OF HONEYCOMBING ON

UNDERSIDE OF SPAN #8 NEAR PIER #7. MINOR DIAGONAL CRACK

AT ALL BEARING AREAS OF DROP-IN SPANS. MINOR LEAKAGE

THROUGH HINGE JOINTS OF DROP-IN SPANS. MINOR DIAGONAL

CRACK WITH SPALL DEVELOPING AT EAST AND WEST SIDES AT

NORTH ABUTMENT.

MINOR SAGGING OF SPANS #5 AND #6 (UNABLE TO VERIFY DURING

THIS INSPECTION).

FIELD INSPECTION REPORT STRUCTURE NO. 5140-125P

ITEM REFERENCE AND REMARKS

STREAM BED COMPOSITION : 9.

AVERAGE CLEAR OPENING8.

NORMAL VELOCITY 7.

ADEQUACY OF OPENING6.

OTHER 5.

WATERWAY OBSTRUCTIONS 4.

CHANNEL PROTECTION3.

EROSION AND/OR SCOUR2.

ALIGNMENT1.

61. CHANNEL 7

G G N G N

HIGH

SUFF

60 FT.

SAND, STONES

222. APPROACHES 6

OTHER 9.

ALIGNMENT8.

SIGNS 7.

SETTLEMENT6.

EROSION5.

SURFACING 4.

APPROACH GUARDRAIL 3.

RELIEF JOINTS2.

1. APPROACH SLABS N

N N G G G N G N

223. RETAINING WALL N

OTHER 6.

SETTLEMENT OR DEFLECTION5.

EROSION AND/OR SCOUR4.

FOUNDATION3.

WEEP HOLES2.

1. WALL

36. TRAFFIC AND SAFETY FEATURES

APPROACH GUARDRAIL ENDS D.

APPROACH GUARDRAILS C.

TRANSITIONS B.

BRIDGE RAILINGSA. 1

N N N

TRAFFIC SAFETY RATING CODES

0 - Does not meet standards or a safety feature is required and none is provided.

1 - Meets currently acceptable standards.

N - Not applicable or a safety feature is not required.

60.1 MINOR CRACKING OF BREASTWALLS; MINOR SPALLING WITH

EXPOSED REBAR ON BOTH SIDES OF NORTH ABUTMENT

BREASTWALL DUE TO INSUFFICIENT CONCRETE COVER. MINOR

LEAKAGE THROUGH DECK EXPANSION JOINTS AT BOTH

ABUTMENTS.

60.6 MINOR CRACKING WITH EFFLORESCENCE ON WINGWALLS.

MODERATE TO HEAVY VEGETATION GROWTH ALONG WINGWALLS.

SOUTHWEST WINGWALL HAS 6" DIAMETER SPALL WITH EXPOSED

REBAR NEAR SOUTH ABUTMENT.

60.7 WEEP HOLES AT NORTH ABUTMENT PARTIALLY FILLED WITH

DEBRIS.

60.9 MODERATE EROSION ON BOTH SIDES OF NORTH ABUTMENT

SLOPE. MODERATE EROSION AT SOUTH ABUTMENT SLOPE.

60.13 MINOR SPALLING WITH EXPOSED REBAR AT PIERS #1 THROUGH #3

AND PIERS #5 THROUGH #9. MINOR SCALING IN NORMAL WATER

ZONE AT PIERS #4, #5, AND #6. MINOR COLLISION DAMAGE TO

SOUTHWEST FACE OF PIER #8.

MINOR VEGETATION GROWTH ON PIERS #3 AND #7. DEBRIS

ACCUMULATION AT UPSTREAM END OF PIER #6. (SEE 61.4)

60.16 EXPOSED TOP OF FOOTING AT DOWNSTREAM END OF PIER #4.

61.4 MODERATE ACCUMULATION OF DRIFT AT PIER #6; MINOR AT PIER

#5.

222.4,6 TRANSVERSE CRACKING AT NORTH APPROACH PAVEMENT.

MODERATE SETTLEMENT OF NORTH APPROACH PAVEMENT ALONG

JOINT.

222.7 "FRENCH BOARD RIVER" AT NORTHWEST CORNER.

STRUCTURE LOAD RATING STRUCTURE NO. 5140-125P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 15 14 25 23

HS 22 20 37 33

TYPE 3 21 19 35 32

TYPE 3S2 25 23 42 38

TYPE 3-3 28 25 47 42

DESIGN LOADING: H15 (M13.5)

X CAPACITY MEETS OR EXCEEDS DESIGN LOAD

CAPACITY IS LESS THAN DESIGN LOAD

ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION:

LOAD RATING CONTROLLED BY:

REMARKS: RATING IS BASED ON DESIGN LOAD OF STRUCTURE.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-125P

STRUCTURE IDENTIFICATION

(201) PARK: BLUE RIDGE PARKWAY (1) STATE: ....................................... 374 - NORTH CAROLINA (NC)

(202) STRUCTURE NAME: .......... FRENCH BROAD RIVER BRIDGE (2) STATE HWY. AGENCY DIST:

(203) STRUCTURE KIND: ............1 - BRIDGE (3) COUNTY CODE: ........................ 021 - BUNCOMBE

(204) STRUCTURE NUMBER: ..... 5140-125P (4) CITY/PLACE CODE:

(205) NPS REGION: .................... 4 - SOUTHEAST (5) INVENTORY ROUTE:

(206) ROUTE CODE NUMBER: ... 1 (6) FEATURES INTERSECTED:....... FRENCH BROAD RIVER & NC

(207) ROAD SECTION NO: .......... 125P (7) FACILITY CARRIED: .................. BLUE RIDGE PARKWAY

(208) NPS ROAD CLASS: ............ 1 - PRINCIPAL PARK ROAD (8) STATE STRUCTURE NO: .......... 5140125P0000000

(209) WITHIN NPS BNDRY?: ....... YES (9) LOCATION: ................................ 1.7 MILES TO I-26

(210) OPERATING UNIT: ............. GILLESPE (10) INV. RTE. - MIN. VERT. CLR: .. 99.99 FT (99.99 M)

(211) PROJECT NO(S): ................ 2R11 (11) MILE POINT: ............................. 393.44 (KM PT 632.99)

(212) DRAWING NUMBERS: ....... NONE (27) YEAR BUILT:

(21) MAINTAINED BY: ................. 66 - NATIONAL PARK SERVICE (106) YEAR RECONSTRUCTED: .... N/A

(22) OWNER: ............................... 66 - NATIONAL PARK SERVICE (20) TOLL: ........................................ 3 - FREE ROAD

(37) HISTORICAL DESIGNATION: .. 5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL: ..

(43B) MAIN STR. TYPE:

(45) NO. OF MAIN SPANS:

(48) MAX. SPAN LENGTH:

(49) STRUCTURE LENGTH:

(216A) ABUTMENT #1 FDN:

(216B) ABUTMENT #2 FDN:

(217A) PREDOM. PIER FDN.: ..

(217B) SECOND. PIER FDN: ...

(107) DECK TYPE:

2 - CONCRETE CONTINUOUS

06 - BOX GIRDER - SINGLE or SPREAD

98.5 FT (30.0 M)

924.4 FT (281.8 M)

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

2 - SPREAD FTG ON BEARING MAT'L

1 - CONCRETE CAST-IN-PLACE

(44A) APPR. STR. MATERIAL: ........ 0 - OTHER

(44B) APPR. STR. TYPE: ................ 00 - OTHER

(46) NO. OF APPROACH SPANS: .. 0

(108) WEAR SURFACE/PROTECT SYSTEM:

A) TYPE WEARING SURFACE: .. 0 - NONE

B) TYPE MEMBRANE: ................. 0 - NONE

C) TYPE PROTECTION: .............. 0 - NONE

(218) IS SALT USED?: ..................... YES

LOAD RATING AND POSTING

(31) DESIGN LOAD: ................. 2 - H15 (M13.5) (41) LOAD RESTRICTION: ......... A - OPEN, NO RESTRICTION

(66) INVENTORY RATING: ...... 22.1 TONS (20.0 METRIC TONS) (70) BRIDGE POSTING: .............. 5 - NO POSTING REQUIRED

(64) OPERATING RATING: ...... 36.8 TONS (33.4 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 6/15 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

(219) ADD. STUDIES NEEDED: Y - 1 - DECK SURVEY (A) FRACTURE CRITICAL: ... NO

INSP. EVERY: MONTHS - LAST INSP. : (220) SPECIAL STUDY TYPE: 0 - NONE

(B) UNDERWATER: .............. NO

(221) SPECIAL STUDY DATE: INSP. EVERY: MONTHS - LAST INSP. :

(C) SPECIAL INSPECTION: .. NO

INSP. EVERY: MONTHS - LAST INSP. :

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-125P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(51) CURB TO CURB WIDTH: ........... 28.0 FT (8.5 M) (16) LATITUDE: ............................. 35°30'02.00"

(17) LONGITUDE: ......................... 82°35'26.00"

(19) DETOUR LENGTH: ............... 20 MI (32 KM)

(28A) LANES ON STRUCT:

(28B) LANES UNDER STRUCT: ... 02

(42A) SERVICE ON: ..................... 5 - HIGHWAY-PEDESTRIAN

(42B) SERVICE UNDER: .............. 6 - HIGHWAY-WATERWAY

(29) AVG. DAILY TRAFFIC:

(30) YEAR OF ADT:

(114) FUTURE ADT:

(115) YEAR OF FUTURE ADT:

(101) PARALLEL STRUCTURE: ... N - NONE

(38) NAVIGATION CONTROL?: ... 0

(39) VERTICAL CLEARANCE: ...... 0.0 FT (0.0 M)

(40) HORIZ. CLEARANCE: ........... 0.0 FT (0.0 M)

(111) ABUT. OR PIER PROT:

LATERAL UNDERCLEARANCE:

(55) RIGHT: ....................... 5.0 FT (1.5 M)

(56) LEFT: ......................... 0.0 FT (0.0 M)

(52) DECK WIDTH:

(32) APPR. ROADWAY WIDTH:

(213) APPR. PAVEMENT WIDTH:

LEFT SHOULDER:

RIGHT SHOULDER:

(33) BRIDGE MEDIAN:

(34) SKEW ANGLE:

(35) DECK FLARE?:

(47) TOTAL HORIZ. CLEARANCE:

(50) SIDEWALKS:

LEFT :

RIGHT :

(214) BRIDGE RAIL TYPE:

RAIL CONFIGURATION:

MATERIAL:

DESIGN TYPE:

(215) BRIDGE RAIL HEIGHT:

(53) MIN. VRT. CLEAR. OVER DECK:

(54) MIN. VRT. UNDERCLEARANCE:

35.8 FT (10.9 M)

38.0 FT (11.6 M)

22.0 FT (6.7 M)

8.0 FT (2.4 M)

8.0 FT (2.4 M)

0 - NO MEDIAN

29 °

NO

28.0 FT (8.5 M)

2.7 FT (0.8 M)

2.7 FT (0.8 M)

2 - MOUNTED ON PARAPET

3 - CONCRETE/STEEL

1 - CONTINUOUS RAIL

2.83 FT (0.86 M)

99.99 FT (99.99 M)

45.00 FT (13.70 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK:

(59) SUPERSTRUCTURE:

(60) SUBSTRUCTURE:

(61) CHANNEL:

(62) CULVERT: ........................... N

(222) APPROACHES:

(223) RETAINING WALL: ........... N

(36) TRAFFIC SAFETY FEAT: ... 1NNN

(75A) TYPE OF WORK:

(75B) WORK DONE BY:

(76) IMPROVEMENT LENGTH: ..

(67) STRUCTURAL EVALUATION:

(68) DECK GEOMETRY:

(69) UNDERCLEARANCES:

(71) WATERWAY ADEQUACY:

(72) APPROACH ALIGNMENT:

(113) SCOUR CRITICAL:

(225) PURPOSE OF IMPROVEMENT:

(226) PRIORITY OF IMPROVEMENT:

(227) MAINTENANCE COST:

(228) REHAB./RECONSTR. COST: ...

(229) CONSTRUCTION COST:

8 - Stable; scour above top of fo

1 - MAINTENANCE

D - MINOR

$8,000

$0

$0

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

2009- SPALL ON DECK IN SPAN #5 REPAIRED; DECK AND DECK JOINTS SEALED

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIG. INFO.:

APPENDIX STRUCTURE NO. 5140-125P

PHOTOGRAPHS STRUCTURE NO. 5140-125P

FLOW

PHOTO #1 - LOOKING NORTH

PHOTO #2 - WEST (DOWNSTREAM) SIDE (PHOTO FROM 6/26/13

INSPECTION)

PHOTO #3 - TOPSIDE VIEW LOOKING SOUTH

PHOTO #4 - DETERIORATION OF JOINT FILLER

MATERIAL, DEBRIS ACCUMULATION, AND

CONCRETE SPALLING AT NORTH EXPANSION

JOINT, SIMILAR AT SOUTH EXPANSION JOINT

PHOTO #5 - TYPICAL MAP CRACKING OF WEARING SURFACE, SOUTH

END OF DECK SHOWN

PHOTO #6 - SPALLING ON WEARING SURFACE IN NORTHBOUND LANE

AT SPAN #3, SIMILAR CONDITION IN SOUTHBOUND LANE AT SPAN #5

AND IN NORTHBOUND LANE AT SPAN #8

PHOTO #7 - FULL TRANSVERSE CRACKING OF

WEARING SURFACE IN SPAN #9, SIMILAR

CONDITION AT AT MIDSPAN OF SPAN #6

ALONG CONSTRUCTION JOINT

PHOTO #8 - IMPACT DAMAGE TO WEST

BRIDGE RAIL APPROXIMATELY 20' FROM

NORTH ABUTMENT; NOTE DEBRIS

ACCUMULATION ALONG CURB AND ON

SIDEWALK

PHOTO #9 - TYPICAL VERTICAL CRACKING AT PARAPETS, WEST

PARAPET AT SOUTH END OF SPAN #6 SHOWN; NOTE ALSO TYPICAL

SCALING ALONG SIDEWALKS

PHOTO #10 - EXPOSED REBAR ON FACE OF WEST PARAPET AT

MIDSECTION OF SPAN #6

PHOTO #11 - EXPOSED REBAR ON FACE OF WEST PARAPET, SPAN #7

NEAR MIDSPAN SHOWN

PHOTO #12 - DETACHED SECTION OF WEST RAIL NEAR PIER #7

PHOTO #13 - MISSING ANCHOR BOLT NUT AT RAIL CONNECTION TO

WEST PARAPET IN SPAN #8 NEAR PIER #7

PHOTO #14 - WEST RAILING BROKEN CONNECTION AT SOUTH END

PHOTO #15 - SETTLEMENT OF NORTH

APPROACH PAVEMENT

PHOTO #16 - TRANSVERSE CRACKING AT

SOUTH END OF SOUTH APPROACH PAVEMENT

PHOTO #17 - GENERAL UNDERSIDE VIEW

LOOKING NORTH, SOUTH PIER IN

FOREGROUND

PHOTO #18 - TYPICAL UNDERSIDE VIEW,

SOUTH SPAN SHOWN

PHOTO #19 - SPALLING WITH EXPOSED REBAR AT WEST OVERHANG

AT SOUTH ABUTMENT

PHOTO #20 - SPALLING WITH EXPOSED REBAR ON BOX GIRDER

UNDERSIDE AT EAST SIDE, SOUTH END; NOTE WATER LEAKAGE AT

ABUTMENT

PHOTO #21 - EXPOSED REBAR ON BOX UNDERSIDE AT SPAN #1,

SIMILAR CONDITION IN SPANS 8 AND 9

PHOTO #22 - ACTIVE WATER LEAKAGE ON BOX UNDERSIDE AT SLIDE

JOINT IN SPAN #3 NEAR PIER #2, SIMILAR CONDITION IN SPAN #7 NEAR

PIER #6, AND IN SPAN #7 NEAR PIER #7

PHOTO #23 - EFFLORESCENCE ON UNDERSIDE OF EAST OVERHANG

AT SPAN #4 NEAR PIER #4

PHOTO #24 - SPALLING WITH EXPOSED REBAR ON BOX UNDERSIDE IN

SPAN #10

PHOTO #25 - CRACKING WITH EFFLORESCENCE ON BOX GIRDER

UNDERSIDE AT NORTH SPAN, EAST CORNER

PHOTO #26 - GENERAL VIEW OF NORTH ABUTMENT

PHOTO #27 - DIAGONAL CRACKING AND

SPALLING WITH EXPOSED REBAR AT WEST

SIDE OF NORTH ABUTMENT; NOTE WATER

LEAKAGE THROUGH VERTICAL JOINT

PHOTO #28 - SPALLING WITH EXPOSED

REBAR AT EAST SIDE OF NORTH ABUTMENT;

NOTE ALSO CRACKING FROM BEARING SEAT

PHOTO #29 - GENERAL VIEW OF SOUTH

ABUTMENT

PHOTO #30 - VERTICAL CRACKING AT EAST

SIDE OF SOUTH ABUTMENT BREASTWALL;

NOTE WATER LEAKAGE

PHOTO #31 - ACTIVE WATER LEAKAGE ON

EAST SIDE OF SOUTH ABUTMENT

PHOTO #32 - VERTICAL CRACKING AT SOUTH

ABUTMENT BREASTWALL NEAR WEST END

PHOTO #33 - MAP CRACKING OF FINISH COAT

AT SOUTHEAST WINGWALL

PHOTO #34 - EXPOSED REBAR AT NORTH

FACE OF PIER #1

PHOTO #35 - VEGETATION GROWTH ON PIER #3, NORTH FACE SHOWN

PHOTO #36 - EXPOSED REBAR AT NORTH SIDE OF PIER #5

PHOTO #37 - DEBRIS ACCUMULATION AT

UPSTREAM SIDE OF PIER #6

PHOTO #38 - VINE GROWTH ON PIER #7

PHOTO #39 - POPOUTS WITH EXPOSED REBAR AND RUST STAINING

ON SOUTH SIDE OF PIER #7

PHOTO #40 - COLLISION DAMAGE TO WEST SIDE OF PIER #8

PHOTO #41 - LOOKING UPSTREAM FROM DECK

PHOTO #42 - LOOKING DOWNSTREAM FROM DECK