Bridge_Inspection_Rpt_STR_5140-131P.pdf

BRIDGE INSPECTION REPORT

OCONALUFTEE RIVER BRIDGE

BLUE RIDGE PARKWAY OVER OCONALUFTEE RIVER & BIG COVE ROAD

BLUE RIDGE PARKWAY

LN

STRUCTURE NO. 5140-131P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 6/15/15

Report prepared by: WS

MILE POINT: 469.01

Federal Highway Administration KILOMETER POINT: 754.75 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. 5140-131P

OCONALUFTEE RIVER BRIDGE INSPECTION DATE: 6/15/15

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL: ....... PRESTRESSED CONCRETE

MAIN SPAN TYPE: ............... STRINGER/MULTI-BEAM or GIRDER

# OF BEAMS, MAIN SPAN: .. 5

DECK TYPE: ......................... CONCRETE CAST-IN-PLACE

WEARING SURFACE: .......... BITUMINOUS

ABUT. FOUNDATIONS: ........ SPREAD FTG ON BEARING MAT'L

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

ABUTMENT / PIER MAT'L: ... MASONRY

PROJ./PLAN REF. NO: ......... 2Z4 /

NPS ROAD CLASS: .............. 1 - PRINCIPAL PARK ROAD

STRUCTURE HISTORY: ...... 1985-JOINT REPAIR.

NO. OF MAIN SPANS:

NO. OF APPR. SPANS:

STRUCT. TOTAL LENGTH: ..

MAX. SPAN LENGTH:

DECK WIDTH:

CURB TO CURB WIDTH:

YEAR BUILT:

YEAR RECONSTRUCTED: ..

SKEW ANGLE:

FRACTURE CRITICAL:

311.3 FT (94.9 M)

62.3 FT (19.0 M)

33.0 FT (10.1 M)

26.2 FT (8.0 M)

N/A 0 °

NO

LOCATION

BLUE RIDGE PARKWAY MILE POINT: ..................... 469.01 (KM PT 754.75)

STATE: ................................. NORTH CAROLINA LOCATION: 0.1 MILES TO END OF PARKWAY

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

FEATURE INTERSECTED: .. OCONALUFTEE RIVER & BIG COVE ROA

STRUCTURE EVALUATION SUMMARY

This prestressed multi-beam bridge is in fair condition overall. Current problems include severe corrosion of the steel bearing devices, moderate deterioration of the mortar joints at the piers, and moderate cracking of the wearing surface including section loss along the longitudinal cracks. Other problems are two displaced stones due to collision damage in the southeast approach parapet, debris accumulation at Pier #4, a lack of Type 3 reflective object markers for the underpass roadway, small trees growing from pier cap edges, and debris accumulation and vegetation growth along curblines.

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. 5140-131P

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.

61.4 REMOVE FLOOD DEBRIS FROM PIER #4. 1 LS $1,000 $1,000

222.7 INSTALL TYPE 3 REFLECTIVE OBJECT MARKERS FOR UNDERPASS ROADWAY AT

NORTH ABUTMENT CORNERS.

2 EA $250 $1,000

60.13 REMOVE SMALL TREES FROM PIERS AS NECESSARY. 1 LS $1,000 $1,000

58.7 REMOVE DEBRIS AND VEGETATION ACCUMULATION FROM ALONG CURBLINES. 1 LS $1,000 $1,000

222.5 FILL ERODED AREAS AROUND FOOTINGS OF GATE POSTS AT SOUTH APPROACH. 1 LS $1,000 $1,000

PRELIM. MAINTENANCE TOTAL : $5,000

ITEM

NO.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS) QTY. UNIT UNIT

COST ESTIMATES

PRELIM. COST

REHAB. RECONSTR.

59.1 CLEAN AND PAINT BEARING DEVICES. 50 EA $600 $30,000 $0

60.1,6, 222.3

REPOINT STONE MASONRY MORTAR JOINTS. RESET DISPLACED

CAPSTONES IN SOUTHWEST APPROACH PARAPET.

60 LF $150 $10,000 $0

59 CONTRACT COSTS FOR MOBILIZATION, TRAFFIC CONTROL, AND

DESIGN/CONSTRUCTION ENGINEERING.

1 LS $25,000 $25,000 $0

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL : $65,000 $0

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL:

PRELIM. REHABILITATION TOTAL:

PRELIM. RECONSTRUCTION TOTAL: ...

TOTAL ITEMIZED COSTS:

$0 $65,000 $5,000

$70,000

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.)

$70,000

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

FIELD INSPECTION REPORT STRUCTURE NO. 5140-131P

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 7

1. DECK SLAB G

2. EXPANSION JOINTS F

3. WEARING SURFACE F

4. RIDEABILITY G

5. CURBS, SIDEWALKS, AND MEDIAN G

6. PARAPETS AND/OR RAILINGS G

7. DRAINS AND DRAINAGE F

8. UTILITIES G

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

17. EROSION AND/OR SCOUR

18. SETTLEMENT OR DEFLECTION

19. OTHER

P F N N N G N N G G N

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

F N G N F G N

58.1

58.2

58.3

58.5,6

58.7

58.8

59.1

59.2

59.6

ITEM REFERENCE AND REMARKS

MINOR CRACKING OF DECK UNDERSIDE WITH EFFLORESCENCE.

PATCHED AREAS IN BAYS #1 AND #4, IN SPAN #5. HONEYCOMBING

WITH EXPOSED REBAR ON DECK UNDERSIDE IN SPAN #1, BAY #4.

MODERATE DETERIORATION/LACK OF JOINT FILLER IS ALLOWING

LEAKAGE AT PIERS AND ABUTMENTS.

MODERATE TO SEVERE SECTION LOSS AND TRANSVERSE

CRACKING WITH VEGETATION GROWTH OF WEARING SURFACE AT

DECK JOINTS OVER PIERS AND ABUTMENTS. MODERATE

LONGITUDINAL AND MAP CRACKING IN WEARING SURFACE.

MODERATE RUTTING IN WHEEL LINES. SECTION LOSS ALONG

LONGITUDINAL CRACKING.

MINOR CRACKING OF CURBS AND PARAPETS. MOSS GROWTH AT

ANCHOR BOLTS AND NUTS AT BASE OF RAILING POSTS.

WATER STAINS ON EXTERIOR GIRDERS FROM DRAIN LEAKAGE.

STAINING AT GIRDER ENDS FROM JOINT LEAKAGE. MINOR TO

MODERATE DEBRIS AND VEGETATION ACCUMULATION ALONG

CURBLINES AND IN DECK DRAINS.

UTILITY LINES RUNNING THROUGH EAST HANDRAIL AND ALONG

EAST WINGWALLS. SOME EXPOSED WIRING AT SOUTH ABUTMENT.

UTILITY BOX NEXT TO SOUTHEAST WINGWALL.

MODERATE TO SEVERE RUSTING OF BEARING DEVICES WITH

MINOR PITTING. BEARING DEVICES ON SOUTH END OF GIRDERS AT

PIERS #1, #2, #4, AND SOUTH ABUTMENT HAVE SHIFTED NORTH UP

TO 1".

COLLISION DAMAGE ON UNDERSIDE OF BEAM #2, AND #5 IN SPAN

#1. MINOR SPALL WITH EXPOSED REBAR DUE TO INSUFFICIENT

CONCRETE COVER ON UNDERSIDE OF BEAM #5 IN SPAN #2. MINOR

CRACKING WITH EFFLORESCENCE ON SEVERAL GIRDERS

THROUGHOUT STRUCTURE. MODERATE RUST STAINING ON

EXTERIOR GIRDERS IN SEVERAL LOCATIONS.

PATCHES ON SEVERAL DIAPHRAGMS.

INSPECTION DATE: 6/15/15

STRUCTURE NO. 5140-131P FIELD INSPECTION REPORT

OCONALUFTEE RIVER BRIDGE

ITEM REFERENCE AND REMARKS

AVERAGE CLEAR OPENING8.

NORMAL VELOCITY 7.

ADEQUACY OF OPENING6.

OTHER 5.

WATERWAY OBSTRUCTIONS 4.

CHANNEL PROTECTION3.

EROSION AND/OR SCOUR2.

1. ALIGNMENT

61. CHANNEL 6

G G N F N

HIGH

SUFF

25 FT.

9. STREAM BED COMPOSITION :

SILT, GRAVEL

222. APPROACHES 7

OTHER 9.

ALIGNMENT8.

SIGNS 7.

SETTLEMENT6.

EROSION5.

SURFACING 4.

APPROACH GUARDRAIL 3.

RELIEF JOINTS2.

1. APPROACH SLABS

(UNDERPASS ROADWAY)

N N N G F G F G F

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 DETERIORATION OF BREASTWALL MASONRY MORTAR

JOINTS WITH SOME EFFLORESCENCE. VEGETATION GROWTH

BETWEEN NORTH ABUTMENT AND NORTHEAST WINGWALL. MINOR

TO MODERATE MOSS GROWTH ON SOUTH ABUTMENT

BREASTWALL.

60.3 MINOR DEBRIS AND MODERATE VEGETATION ACCUMULATION ON

BEARING SEATS.

60.4 MINOR CRACKING WITH EFFLORESCENCE ON BACKWALLS.

60.6,7 MINOR DETERIORATION OF WINGWALL MASONRY MORTAR JOINTS;

MINOR EFFLORESCENCE FROM JOINTS. HEAVY VEGETATION ON

NORTH WINGWALLS, MINOR ON SOUTH WINGWALLS. MINOR

DEBRIS IN WEEP HOLES. MINOR TO MODERATE EROSION AT

NORTH WINGWALLS.

60.13 MINOR EFFLORESCENCE FROM PIER MASONRY MORTAR JOINTS.

MINOR TO MODERATE VEGETATION ON PIERS. SMALL TREES

GROWING FROM MASONRY MORTAR JOINTS ON SOUTH FACE OF

PIERS #2 AND #3 AND ON NORTH FACE PIERS #3 AND #4 NEAR

WEST END.

60.17 MINOR TO MODERATE SCOUR AT PIERS; APPROXIMATELY 2' DEEP

SCOUR HOLE AT PIER #3; NO UNDERMINING NOTED. MINOR SCOUR

ALONG NORTH FACE OF PIER #2 AND PIER #4. MINOR VOID AT BASE

OF PIER #4.

61.4 HEAVY FLOOD DEBRIS ACCUMULATION AT WEST SIDE OF PIERS #4.

222.3 TWO CAPSTONES DISPLACED DUE TO COLLISION DAMAGE AT

SOUTHEAST APPROACH PARAPET AND SEVERAL STONES LOOSE

DUE TO DETERIORATED MORTAR.

222.4,6,9 TRANSVERSE CRACKING ON PAVEMENT AT APPROACHES.

POTHOLES IN UNDERPASS ROADWAY. UNDERPASS ROADWAY

EXHIBITS MODERATE MAP CRACKING BENEATH BRIDGE.

CENTERLINE STRIPE HAS FADED. PONDED WATER BETWEEN

UNDERPASS ROADWAY AND NORTH ABUTMENT REPORTED

PREVIOUSLY, NOT NOTED DURING THIS INSPECTION.

222.5 MODERATE EROSION AT SOUTH APPROACH SHOULDERS HAS

EXPOSED FOOTINGS FOR GATE POSTS.

222.7 14'-0" VERTICAL CLEARANCE SIGNS AT BOTH UNDERPASS

APPROACHES. "WEIGHT LIMIT 20 TONS" AND "OCONALUFTEE

RIVER" SIGNS AT BOTH APPROACHES. "WARNING AVOID PARKWAY

DURING FOG, SNOW AND ICE" SIGN POSTED AT SOUTH APPROACH.

STRUCTURE LOAD RATING STRUCTURE NO. 5140-131P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 15 14 20 19

HS 19 17 26 23

TYPE 3 18 16 24 22

TYPE 3S2 24 22 33 30

TYPE 3-3 30 27 40 36

DESIGN LOADING: H15 (M13.5)

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:

LOAD RATING CONTROLLED BY:

REMARKS: RATING IS BASED ON DESIGN LOAD OF STRUCTURE.

OPERATING RATING LOWERED DUE TO SEVERED PRESTRESSING STRANDS IN GIRDER #5.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-131P

STRUCTURE IDENTIFICATION

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

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

(203) STRUCTURE KIND: ............1 - BRIDGE (3) COUNTY CODE: ........................ 173 - SWAIN

(204) STRUCTURE NUMBER: ..... 5140-131P (4) CITY/PLACE CODE:

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

(206) ROUTE CODE NUMBER: ... 1 (6) FEATURES INTERSECTED:....... OCONALUFTEE RIVER & BIG

(207) ROAD SECTION NO: .......... 131P (7) FACILITY CARRIED: .................. BLUE RIDGE PARKWAY

(208) NPS ROAD CLASS: ............ 1 - PRINCIPAL PARK ROAD (8) STATE STRUCTURE NO: .......... 5140131P0000000

(209) WITHIN NPS BNDRY?: ....... YES (9) LOCATION: ................................ 0.1 MILES TO END OF PARKW

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

(211) PROJECT NO(S): ................ 2Z4 (11) MILE POINT: ............................. 469.01 (KM PT 754.75)

(212) DRAWING NUMBERS: ....... (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:

5 - PRESTRESSED CONCRETE

02 - STRINGER/MULTI-BEAM or GIRDER

62.3 FT (19.0 M)

311.3 FT (94.9 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: .. 6 - BITUMINOUS

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: ......... P - POSTED FOR LOAD

(66) INVENTORY RATING: ...... 18.8 TONS (17.0 METRIC TONS) (70) BRIDGE POSTING: .............. 3 - POSTING REQUIRED

(64) OPERATING RATING: ...... 25.5 TONS (23.1 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: N - 0 - NONE (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. 5140-131P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(51) CURB TO CURB WIDTH: ........... 26.2 FT (8.0 M) (16) LATITUDE: ............................. 35°30'22.00"

(17) LONGITUDE: ......................... 83°18'02.00"

(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: ....................... 7.5 FT (2.3 M)

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

(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:

33.0 FT (10.1 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

0 °

NO

26.2 FT (8.0 M)

2.4 FT (0.7 M)

2.4 FT (0.7 M)

2 - MOUNTED ON PARAPET

3 - CONCRETE/STEEL

1 - CONTINUOUS RAIL

2.67 FT (0.81 M)

99.99 FT (99.99 M)

14.25 FT (4.34 M)

(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

2 - REHAB/RECONSTRUCTION

D - MINOR

$5,000

$65,000

$0

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1985-JOINT REPAIR.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIG. INFO.:

APPENDIX STRUCTURE NO. 5140-131P

PHOTOGRAPHS STRUCTURE NO. 5140-131P

PHOTO #1 - LOOKING SOUTH

FLOW

PHOTO #2 - GENERAL VIEW OF EAST SIDE

PHOTO #3 - GENERAL TOPSIDE VIEW LOOKING SOUTH

PHOTO #4 - EROSION AT NORTHWEST CORNER

PHOTO #5 - TRANSVERSE CRACKING ON

NORTH APPROACH PAVEMENT

PHOTO #6 - CRACKING OF WEARING

SURFACE, NORTH SPAN SHOWN; NOTE

POTHOLES, AND FADED PAVEMENT STRIPE

PHOTO #7 - TRANSVERSE CRACKING ON

WEARING SURFACE OVER OPEN JOINT AT

PIER #1

PHOTO #8 - DEBRIS AND SOIL ACCUMULATION

IN OPEN JOINT AT EAST END OF JOINT OVER

PIER #1

PHOTO #9 - TRANSVERSE CRACKING ON

WEARING SURFACE OVER OPEN JOINT AT

PIER #2

PHOTO #10 - DEBRIS ACCUMULATION ALONG

WEST CURBLINE

PHOTO #11 - TYPICAL MOSS GROWTH AT ANCHOR BOLTS ON RAILING

POSTS; EAST RAILING OVER SPAN #3 SHOWN

PHOTO #12 - TYPICAL DETERIORATION OF JOINT SEALANT IN RAILING

JOINTS, WEST JOINT OVER PIER #3 SHOWN

PHOTO #13 - RUTTING ALONG WEEL LINE AND CRACKING OF

WEARING SURFACE AT SOUTH END OF SOUTH SPAN, SOUTHBOUND

LANE SHOWN

PHOTO #14 - TYPICAL CONDITION OF DECK DRAINS, WEST SIDE OF

SPAN #4 NEAR PIER #4 SHOWN

PHOTO #15 - CRACKING ON SOUTH

APPROACH PAVEMENT

PHOTO #16 - EXPOSED UTILITY WIRES AT

SOUTHEAST CORNER OF RAILING

PHOTO #17 - UNDERMINING AT BASE OF GATEPOST LOCATED AT

SOUTHWEST CORNER; NOTE ALSO EROSION ON SHOULDER

PHOTO #18 - CRACKING WITH EFFLORESCENCE AND HONEYCOMBING

ON DECK UNDERSIDE AT BAY #3 IN SPAN #1

PHOTO #19 - HONEYCOMBING ON DECK UNDERSIDE AT BAY #4 IN

SPAN #1

PHOTO #20 - TRANSVERSE CRACKING WITH EFFLORESCENCE ON

DECK UNDERSIDE IN BAYS #3 AND #4 AT SPAN #2 NEAR PIER #1

PHOTO #21 - SPALLING WITH EXPOSED REBAR ON DECK UNDERSIDE

AT BAY #1 ON SPAN #5; NOTE ALSO PATCHING WITH STAINING ON

BEAM #1

PHOTO #22 - VEHICULAR SCRAPES AT GIRDER #1 IN SPAN #1; THIS

GIRDER HAS BEEN PREVIOUSLY REPAIRED DUE TO COLLISION

DAMAGE

PHOTO #23 - SPALLING AND PATCHING ON UNDERSIDE OF GIRDER #2

IN SPAN #1

PHOTO #24 - COLLISION DAMAGE ON GIRDER #2 IN SPAN #1

PHOTO #25 - SPALL ON UNDERSIDE OF GIRDER #5 IN SPAN #1

PHOTO #26 - EXPOSED REBAR ON GIRDER #5 IN SPAN #2 NEAR PIER

#1

PHOTO #27 - EFFLORESCENCE ON

UNDERSIDE OF GIRDERS #1 AND #2 IN SPAN

#4 NEAR PIER #4; NOTE ALSO

EFFLORESCENCE ON DECK UNDERSIDE IN

BAY #2

PHOTO #28 - WATER STAINED AREA DUE TO

DECK DRAINAGE AT MIDSPAN OF SPAN #4 ON

WEST SIDE OF PIER #1

PHOTO #29 - BEARING #3 ON NORTH ABUTMENT

PHOTO #30 - BEARING #4 SHIFTING TOWARDS NORTH ON SOUTH

ABUTMENT; NOTE ALSO CORROSION

PHOTO #31 - BEARING #3 ON PIER #1 SHIFTED TOWARDS NORTH;

CONDITION IS SIMILAR FOR BEARINGS #2 AND #5

PHOTO #32 - GENERAL VIEW OF NORTH ABUTMENT

PHOTO #33 - VERTICAL CRACKING ON

ABUTMENT BREASTWALL BETWEEN GIRDERS

#3 AND #4 AT NORTH ABUTMENT

PHOTO #34 - GENERAL VIEW OF SOUTH

ABUTMENT

PHOTO #35 - GENERAL VIEW OF PIER #2

PHOTO #36 - DETERIORATION AND VOIDS AT BASE OF PIERS DUE TO

CRACKING AND LOST OF MORTAR JOINT, WEST END OF PIER #2

SHOWN; NOTE ALSO SCOUR

PHOTO #37 - VEGETATION AND MOSS

GROWTH AT MORTAR JOINTS ON SOUTH

FACE OF PIER #2

PHOTO #38 - TREE GROWING EAST END OF

PIER #2, SOUTH FACE

PHOTO #39 - GENERAL VIEW OF PIER #3; NOTE MINOR

EFFLORESCENCE, VEGETATION AND VINE GROWTH

PHOTO #40 - DETERIORATION OF MORTAR JOINTS ALONG WATERLINE

AT UPSTREAM END OF PIER #3

PHOTO #41 - GENERAL VIEW OF PIER #4, SOUTH FACE SHOWN; NOTE

VEGETATION AND MOSS GROWTH

PHOTO #42 - CLOSE UP OF BEARING SEAT AT EAST END OF PIER #4

PHOTO #43 - VOIDS DUE TO DETERIORATION OF MORTAR JOINT AT

NORTH FACE OF PIER #4, PIER SECTION NEAR WEST END SHOWN;

NOTE VEGETATION GROWTH IN JOINTS; NOTE ALSO SCOUR AT PIER

PHOTO #44 - DEBRIS ACCUMULATION ON UPSTREAM END OF PIER #4

PHOTO #45 - EFFLORESCENCE, VEGETATION, AND MOSS GROWTH ON

WINGWALLS; SOUTHEAST WINGWALL SHOWN

PHOTO #46 - EROSION AT END OF NORTH APPROACH PARAPETS, EAST

PARAPET SHOWN

PHOTO #47 - UTILITY CONDUITS GOING INSIDE OF EAST RAILING

SOUTH END SHOWN; NOTE ALSO CABLE ATTACHED OUTSIDE OF

RAILING, AND UTILITY BOX AT END OF PARAPET

PHOTO #48 - LOOKING UPSTREAM

PHOTO #49 - GENERAL VIEW LOOKING DOWNSTREAM

PHOTO #50 - POSTING SIGN AT SOUTH END