NP_SER_PMS FY20(5)_BIP_STR 5230-005P.pdf

STRUCTURE SUMMARY STRUCTURE NO. 5230-005P

U.S. ROUTE 25E BRIDGE #2 INSPECTION DATE: 5/16/18

BRIDGE IDENTIFICATION AND DESCRIPTION

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

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

# OF BEAMS, MAIN SPAN: .. 1 STRUCT. TOTAL LENGTH: .. 169.0 FT (51.5 M)

DECK TYPE: ......................... CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: .......... 169.0 FT (51.5 M)

WEARING SURFACE: .......... MONOLITHIC CONCRETE DECK WIDTH: ...................... 45.6 FT (13.9 M)

ABUT. FOUNDATIONS: ........ SPREAD FOOTING ON PILES CURB TO CURB WIDTH: ..... 40.7 FT (12.4 M)

PIER FOUNDATION(S): ........ N/A YEAR BUILT:

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

PROJ./PLAN REF. NO: ......... 25E7 / 000000 SKEW ANGLE: ..................... 0 °

NPS ROAD CLASS: .............. 1 - PRINCIPAL PARK ROAD FRACTURE CRITICAL: ........ NO

STRUCTURE HISTORY: ...... 2001-RELIEF JNT. FILLER MAT'L REPLACED. 2007(est.)-RESEALED JNTS. IN SLOPE PAVING.

OBJECT MARKERS AT NE & SW CORNERS. EROSION REPAIRS AT W. DECK DRAINS.

LOCATION

CUMBERLAND GAP NATIONAL HISTORICAL PARK MILE POINT:

STATE: ................................. KENTUCKY LOCATION: 0.1 MILES FROM VISITOR CENTER.

FACILITY CARRIED: ............ SKYLAND ROAD

FEATURE INTERSECTED: .. U.S. ROUTE 25E

STRUCTURE EVALUATION SUMMARY

This prestressed concrete box girder bridge is in fair to good condition overall. Problems include cracking of the previous epoxy repairs in both end diaphragms; loss of mortar along the vertical joint between the southeast wingwall and abutment; cracking of the mortar at the northeast vertical joint; and a loose stone at the east end of the northwest wingwall.

In addition, there is no guardrail transition at the northeast approach, a condition that exposes the masonry parapet to traffic; erosion has undermined the northwest and southwest drainage slabs; and moderate deterioration of the joint seal along the top of the west abutment slope protection.

Finally, the gravel accumulation along the curblines and in the joints should periodically be removed, and the utility conduit in Cell #4 near the east abutment should be reconnected prior to being put into service.

Since the previous inspection, separation of the west compression joint has been repaired, and the striping on the deck has been repainted.

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: A. IMMEL, P. SWANN (VOLKERT, INC.)

CONDITION ASSESSMENT:

AARON IMMEL, P.E., FIELD TEAM LEADER

REPORT REVIEW:

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

REPORT APPROVAL: DATE: 9/28/18

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

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5230-005P

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

B (Major) - Structure exhibits severe deterioration, presents a safety hazard, or is designated a high priority due to age and/or condition.

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.

ROUTINE MAINTENANCE QTY. UNIT UNIT

COST

PRELIM.

COST

ESTIMATE

58.2,7 PERIODICALLY REMOVE GRAVEL ACCUMULATION FROM JOINTS AND CURBLINES. 1 LS

PRELIM. MAINTENANCE TOTAL :

ITEM

NO.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. UNIT

UNIT

COST

PRELIM. COST

ESTIMATES

REHAB. RECONSTR.

59.6 RESEAL CRACKING OF DIAPHRAGMS INSIDE OF BOX GIRDER AT

BOTH ABUTMENTS WITH APPROVED SEALANT.

1 LS

222.3, 36.B INSTALL RAIL TRANSITION AT NORTHEAST APPROACH. 1 LS

60.6 RESET LOOSE MASONRY STONE AT EAST END OF NORTHWEST

WINGWALL. REPOINT CRACKED AND LOSS OF MORTAR AT

VERTICAL JOINTS OF EAST ABUTMENT.

1 LS

222.5,9 FILL AND STABILIZE UNDERMINING OF SOUTHWEST AND

NORTHWEST DRAINAGE SLABS.

1 LS

60.11 RESEAL JOINT AT TOP OF WEST SLOPE PROTECTION AT

ABUTMENT.

1 LS

58.8 PRIOR TO BEING PUT INTO SERVICE - REPAIR SEPARATED UTILITY

CONDUIT IN CELL #4 NEAR EAST ABUTMENT.

1 LS

CONTRACT COSTS FOR MOBILIZATION, TRAFFIC CONTROL,

DESIGN, AND CONSTRUCTION ENGINEERING (APPROXIMATELY

70% TOTAL REHAB COST) PLUS PARK LOCATION FACTOR.

1 LS

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

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.)

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

Consideration should be given to installing an approach railing system meeting current safety standards for traffic barriers.

FIELD INSPECTION REPORT STRUCTURE NO. 5230-005P

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

CONDITION RATING CODE EQUIVALENTS FOR SUB-ELEMENTS

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.

“IMMINENT” FAILURE CONDITION - major deterioration or sec ion 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.

FAILED CONDITION - out of service; beyond corrective action.

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

NOT APPLICABLE

EXCELLENT CONDITION

VERY GOOD CONDITION - no problems noted.

GOOD CONDITION - some minor problems.

SATISFACTORY CONDITION - structural elements show some minor deterioration.

FAIR 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.

N

58. DECK ITEM REFERENCE AND REMARKS

OTHER

ALIGNMENT

DEFLECTION AND/OR VIBRATION

FASCIA(E)

DIAPHRAGMS AND BRACING

TRUSSES

FLOOR BEAMS AND STRINGERS

ARCH(ES) OR SLAB(S)

GIRDERS OR BEAMS

BEARING DEVICES

59. SUPERSTRUCTURE

OTHER

DEFLECTION AND/OR VIBRATION

UTILITIES

DRAINS AND DRAINAGE

PARAPETS AND/OR RAILINGS

CURBS, SIDEWALKS, AND MEDIAN

RIDEABILITY

WEARING SURFACE

EXPANSION JOINTS

DECK SLAB

ABUTMENTS

60. SUBSTRUCTURE

1.

10.

2.

3.

4.

5.

6.

7.

8.

9.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PAINT

11.

(STRIPING)

G F N N N F N N G

G G

(ACCESS HATCH)

F G F F G F

G

G

G

F

58.1,3 MINOR DIAGONAL CRACKING WITH EFFLORESCENCE ON

UNDERSIDE OF OVERHANGS AT BRIDGE CORNERS.

MODERATE TO SEVERE DELAMINATION AND DETERIORATION OF

CONCRETE OVERLAY ALONG CURBLINES. WIDESPREAD MINOR

LONGITUDINAL AND DIAGONAL CRACKING OF OVERLAY AT BRIDGE

ENDS. MINOR SPALLING OF OVERLAY ALONG EAST EXPANSION

JOINT. WIDESPREAD HAIRLINE LONGITUDINAL CRACKING OF

OVERLAY ALONG SOUTH SHOULDER. NUMEROUS SMALL POPOUTS

THROUGHOUT OVERLAY.

58.2 ISOLATED AREAS OF MINOR GRAVEL ACCUMULATION IN WEST

COMPRESSION SEAL AT CURBLINES.

PREVIOUSLY NOTED SEPARATION OF WEST JOINT HAS BEEN

REPAIRED.

58.5,6 WIDESPREAD LONGITUDINAL, TRANSVERSE, AND MAP CRACKING

OF CONCRETE MEDIAN. MINOR SCRAPES ON NORTH RAILING

NEAR EAST END AND SOUTH RAILING NEAR WEST END. MINOR

EFFLORESCENCE LEACHING FROM MASONRY MORTAR JOINTS IN

PARAPET ENDWALLS. MINOR CRACKING OF MASONRY MORTAR

JOINTS OF NORTHWEST PARAPET ENDWALL. MODERATE TO

HEAVY EFFLORESCENCE ALONG BOTTOM (CONCRETE) PORTION

OF ALL PARAPET ENDWALLS. POPOUT, UP TO 2" DIAMETER, WITH

EXPOSED REBAR ON NORTH FACE OF MEDIAN CURB NEAR EAST

ABUTMENT. MINOR TO MODERATE RUSTING OF RAIL HARDWARE.

58.7 MINOR GRAVEL ACCUMULATION ALONG CURBLINES. SEE ALSO

222.5,9.

58.8 BOX GIRDER INTERIOR: TWO 4" DIAMETER PVC CONDUITS ALONG

NORTH WALL OF CELL #1 AND SOUTH WALL OF CELL #4. TOP

CONDUIT IN CELL #4 HAS SEPARATED NEAR EAST ABUTMENT;

CONDUIT NOT USED FOR SERVICE.

58.10 STRIPING HAS BEEN REPAINTED SINCE PREVIOUS INSPECTION.

1. BREASTWALLS OR COLUMNS G

2. PILE BENTS N

3. CAPS AND/OR BEARING SEATS G

4. BACKWALLS AND/OR BULKHEADS G

5. FOUNDATIONS (BURIED) N

6. WINGWALLS G

7. WEEP HOLES N

8. EXPANSION JOINTS G

9. EROSION AND/OR SCOUR G

10. SETTLEMENT OR DEFLECTION G

11. SLOPE PROTECTION G

12. OTHER (FASCIA) G

PIER(S)

N13. WALLS AND/OR COLUMNS

N14. PILE BENTS

N15. CAPS AND/OR BEARING SEATS

N16. FOUNDATIONS

N17. EROSION AND/OR SCOUR

N18. SETTLEMENT OR DEFLECTION

N19. OTHER

ITEM REFERENCE AND REMARKS

STREAM BED COMPOSITION : 9.

AVERAGE CLEAR OPENING 8.

NORMAL VELOCITY 7.

ADEQUACY OF OPENING 6.

OTHER 5.

WATERWAY OBSTRUCTIONS 4.

CHANNEL PROTECTION 3.

EROSION AND/OR SCOUR 2.

ALIGNMENT 1.

61. CHANNEL N

222. APPROACHES 6

1. APPROACH SLABS

2. RELIEF JOINTS

3. APPROACH GUARDRAIL

4. SURFACING

5. EROSION

6. SETTLEMENT

7. SIGNS

8. ALIGNMENT

9. OTHER (DRAINAGE SLABS)

F N G F F G G G F

223. RETAINING WALL N

1. WALL

2. WEEP HOLES

3. FOUNDATION

4. EROSION AND/OR SCOUR

5. SETTLEMENT OR DEFLECTION

6. OTHER

36. TRAFFIC AND SAFETY FEATURES

A. BRIDGE RAILINGS

B. TRANSITIONS

C. APPROACH GUARDRAILS

D. APPROACH GUARDRAIL ENDS

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.

59.1 MINOR RUSTING OF BEARING DEVICES.

59.2,6 REBAR CHAIR LEGS EXPOSED THROUGHOUT BOX GIRDER

UNDERSIDE. HAIRLINE LONGITUDINAL AND DIAGONAL CRACKING

OF BOX GIRDER UNDERSIDE AT EAST ABUTMENT.

BOX GIRDER INTERIOR: PREVIOUS EPOXY REPAIRS TO CRACKING

ON END DIAPHRAGMS; CORES HAVE BEEN TAKEN TO CONFIRM

EPOXY PENETRATION DEPTH. CRACKS HAVE DEVELOPED IN

EPOXY IN SEVERAL LOCATIONS. SEVERAL CRACKS CONTINUE

BEYOND REPAIRED AREAS AT BOTH END DIAPHRAGMS.

ADDITIONAL HORIZONTAL CRACKING, UP TO 1/16" WIDE, HAS

DEVELOPED ON WEBS AT BOTH ENDS OF BOX GIRDER. MINOR

VERTICAL CRACKING OF WEB AND TRANSVERSE CRACKING OF

TOP FLANGE WITH EFFLORESCENCE. EFFLORESCENCE ON WEBS

AND TOP FLANGES IN ALL CELLS, MODERATE AT UTILITY PIPE

HANGERS. MINOR CRACKING WITH EFFLORESCENCE ON SOUTH

WEB CHAMFER IN CELL #2 NEAR WEST ABUTMENT.

60.1,4 CONCRETE ABUTMENTS WITH MASONRY FASCIA; SEE ALSO 60.12.

MINOR CRACKING ALONG TOP OF WEST ABUTMENT BACKWALL.

60.6 MINOR EFFLORESCENCE AND WATER STAINING ON WINGWALLS.

LOSS OF MORTAR AT VERTICAL JOINT BETWEEN SOUTHEAST

WINGWALL AND EAST ABUTMENT; CRACKING ALONG NORTHEAST

VERTICAL JOINT. LOOSE MASONRY STONE AT EAST END OF

NORTHWEST WINGWALL.

60.11 MINOR CRACKING OF MORTAR JOINTS WITH ISOLATED AREAS OF

VEGETATION GROWTH. MINOR ADHESION FAILURE OF JOINT

SEALANT ALONG TOP OF WEST ABUTMENT SLOPE PROTECTION;

SMALL VOID AT NORTH END..

60.12 SEVERAL AREAS OF MINOR EFFLORESCENCE FROM MORTAR

JOINTS AT BOTH ABUTMENTS. MASONRY STAINED FROM DRAINAGE

THROUGH BACKWALL.

222.1 MODERATE TRANSVERSE, LONGITUDINAL, AND RANDOM CRACKING

OF EAST APPROACH SLAB; HAIRLINE AT WEST. AREAS OF MINOR

ABRASION ON APPROACH SLABS.

222.3, 36.B APPROACH GUARDRAIL AT NORTHEAST APPROACH ONLY. LACK OF

RAIL TRANSITION AT NORTHEAST APPROACH EXPOSES MASONRY

PARAPET TO TRAFFIC.

222.4 MINOR TO MODERATE LONGITUDINAL CRACKING OF APPROACH

PAVEMENT.

222.5,9 MODERATE UNDERMINING OF SOUTHWEST CORNER DRAINAGE

SLAB (72" WIDE X 6" HIGH X 34" BACK). MINOR UNDERMINING OF

NORTHWEST CORNER DRAINAGE SLAB. MODERATE CRACKING OF

BOTH SLABS; SOME CRACKING OF NORTHWEST SLAB HAVE

PREVIOUSLY BEEN SEALED.

ADDITIONAL ITEM REFERENCE AND REMARKS

222.7 OBJECT MARKERS AT SOUTHWEST AND NORTHEAST BRIDGE CORNERS. REFLECTOR POSTS ALONG NORTH

SIDE OF EAST APPROACH.

STRUCTURE LOAD RATING STRUCTURE NO. 5230-005P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 27 24 46 42

HS 49 44 82 74

TYPE 3 62 56 103 93

TYPE 3S2 66 60 111 101

TYPE 3-3 66 60 110 100

DESIGN LOADING: HS20 (MS18)

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: 4/16

LOAD RATING CONTROLLED BY: SHEAR

REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5230-005P

STRUCTURE IDENTIFICATION

(201) PARK: CUMBERLAND GAP NATIONAL HISTORICAL PARK (1) STATE: ....................................... 214 - KENTUCKY (KY)

(202) STRUCTURE NAME: .......... U.S. ROUTE 25E BRIDGE #2 (2) STATE HWY. AGENCY DIST:

(203) STRUCTURE KIND: ............ 1 - BRIDGE (3) COUNTY CODE: ........................ 013 - BELL

(204) STRUCTURE NUMBER: ..... 5230-005P (4) CITY/PLACE CODE:

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

(206) ROUTE CODE NUMBER: ... 10 (6) FEATURES INTERSECTED:....... U.S. ROUTE 25E

(207) ROAD SECTION NO: .......... 005P (7) FACILITY CARRIED: .................. SKYLAND ROAD

(208) NPS ROAD CLASS: ............ 1 - PRINCIPAL PARK ROAD (8) STATE STRUCTURE NO: .......... 5230005P0000000

(209) WITHIN NPS BNDRY?: ....... YES (9) LOCATION: ................................ 0.1 MILES FROM VISITOR CE

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

(211) PROJECT NO(S): ................ 25E7 (11) MILE POINT:

(212) DRAWING NUMBERS: ....... 000000 (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

06 - BOX GIRDER - SINGLE or SPREAD

169.0 FT (51.5 M)

169.0 FT (51.5 M)

3 - SPREAD FOOTING ON PILES

3 - SPREAD FOOTING ON PILES

6 - N/A

6 - N/A

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: .. 1 - MONOLITHIC CONCRETE

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

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

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

LOAD RATING AND POSTING

(31) DESIGN LOAD: ................. 5 - HS20 (MS18) (41) LOAD RESTRICTION: ......... A - OPEN, NO RESTRICTION

(66) INVENTORY RATING: ...... 49.0 TONS (44.5 METRIC TONS) (70) BRIDGE POSTING: .............. 5 - NO POSTING REQUIRED

(64) OPERATING RATING: ...... 82.0 TONS (74.4 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 5/18 (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. 5230-005P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(51) CURB TO CURB WIDTH: ........... 40.7 FT (12.4 M) (16) LATITUDE: ............................. 36°36'16.70"

(17) LONGITUDE: ......................... 83°41'51.30"

(19) DETOUR LENGTH: ............... 1 MI (2 KM)

(28A) LANES ON STRUCT:

(28B) LANES UNDER STRUCT: ... 05

(42A) SERVICE ON: ..................... 1 - HIGHWAY

(42B) SERVICE UNDER: .............. 1 - HIGHWAY

(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: ....................... 4.1 FT (1.2 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:

45.6 FT (13.9 M)

42.0 FT (12.8 M)

34.0 FT (10.0 M)

4.0 FT (1.0 M)

4.0 FT (1.0 M)

3 - CLOSED MEDIAN (non-mou

0 °

NO

20.3 FT (6.2 M)

0.0 FT (0.0 M)

0.0 FT (0.0 M)

1 - FULL HEIGHT (NO PARAPE

6 - ALUMINUM

1 - CONTINUOUS RAIL

3.58 FT (1.09 M)

99.99 FT (99.99 M)

17.00 FT (5.18 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK:

(59) SUPERSTRUCTURE:

(60) SUBSTRUCTURE:

(61) CHANNEL: .......................... N

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

(222) APPROACHES:

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

(36) TRAFFIC SAFETY FEAT: ... 1000

(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:

N

N - Not over waterway.

2 - REHAB/RECONSTRUCTION

D - MINOR

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

2001-RELIEF JNT. FILLER MAT'L REPLACED. 2007(est.)-RESEALED JNTS. IN SLOPE PAVING. OBJECT MARKERS AT NE & SW CORNERS.

EROSION REPAIRS AT W. DECK DRAINS. 2016-MASONRY REPAIRS W ABUT

(231) ADDITIONAL CONSIDERATIONS:

BOX GIRDER ACCESS HATCH NEAR WEST ABUTMENT, ACCESSIBLE BY BUCKET VEHICLE OR TALL LADDER. UNABLE TO REACH

ACCESS HATCH WITH UBIV. RECOMMEND USING BUCKET VEHICLE DUE TO UNSTABLE SLOPE.

(330) ADDITIONAL CONFIG. INFO.:

APPENDIX STRUCTURE NO. 5230-005P

PHOTOGRAPHS STRUCTURE NO. 5230-005P

PHOTO #1 - LOOKING EAST TOWARD PINEVILLE, KY

PHOTO #2 - NORTH SIDE

PHOTO #3 - GENERAL TOP SIDE VIEW OF EASTBOUND LANE LOOKING

WEST

PHOTO #4 - GENERAL TOP SIDE VIEW OF WESTBOUND LANE LOOKING

WEST

PHOTO #5 - GENERAL UNDERSIDE VIEW LOOKING EAST

PHOTO #6 - CRACKING OF DRAINAGE INLET SLAB AT SOUTHWEST

CORNER

PHOTO #7 - UNDERMINING OF SOUTHWEST DRAINAGE INLET SLAB

PHOTO #8 - TYPICAL DETERIORATION OF MORTAR JOINTS IN

APPROACH PARAPETS, SOUTHWEST PARAPET SHOWN

PHOTO #9 - GENERAL VIEW OF SOUTHWEST

APPROACH PARAPET; NOTE EFFLORESCENCE

PHOTO #10 - GENERAL VIEW OF WEST DECK

JOINT

PHOTO #11 - PREVIOUSLY NOTED

SEPARATION OF WEST JOINT SEAL AT NORTH

SIDE HAS BEEN SEALED; NOTE GRAVEL

ACCUMULATION

PHOTO #12 - LONGITUDINAL CRACKING

ALONG SOUTH CURBLINE

PHOTO #13 - GENERAL VIEW OF EAST DECK

JOINT

PHOTO #14 - TYPICAL LONGITUDINAL

CRACKING OF OVERLAY, EASTBOUND LANE

AT EAST DECK JOINT SHOWN

PHOTO #15 - TYPICAL LONGITUDINAL

CRACKING OF MEDIAN CURB, CURB NEAR

EAST DECK JOINT SHOWN

PHOTO #16 - LACK OF TRANSITION AT

NORTHEAST APPROACH RAIL

PHOTO #17 - LONGITUDINAL CRACKING OF

EAST APPROACH SLAB, EASTBOUND LANE

SHOWN

PHOTO #18 - TYPICAL LONGITUDINAL

CRACKING OF EAST APPROACH PAVEMENT,

WESTBOUND LANE SHOWN

PHOTO #19 - TYPICAL DELAMINATION AND

SPALLING OF OVERLAY ALONG CURBLINES,

NORTH CURBLINE SHOWN

PHOTO #20 - CRACKING OF DRAINAGE INLET

SLAB AT NORTHWEST CORNER; NOTE

PREVIOUSLY SEALED CRACKS

PHOTO #21 - GENERAL VIEW OF WEST ABUTMENT

PHOTO #22 - TYPICAL CONDITION OF BEARINGS, BEARING #2 AT WEST

ABUTMENT SHOWN

PHOTO #23 - ADHESION FAILURE OF JOINT SEALANT ALONG NORTH

SIDE OF WEST ABUTMENT SLOPE PROTECTION

PHOTO #24 - LOOSE MASONRY STONE AT EAST END OF NORTHWEST

WINGWALL; NOTE TYPICAL CRACKING WITH EFFLORESCENCE ON

DECK OVERHANGS AT BRIDGE CORNERS

PHOTO #25 - TYPICAL DETERIORATION OF

MORTAR IN VERTICAL JOINTS, SOUTHEAST

JOINT SHOWN

PHOTO #26 - GENERAL VIEW OF SOUTHEAST

VERTICAL JOINT; NOTE EFFLORESCENCE ON

WINGWALL

PHOTO #27 - GENERAL INTERIOR VIEW OF CELL #2 LOOKING EAST

PHOTO #28 - GENERAL VIEW OF INTERIOR DIAPHRAGM, CELL #1

SHOWN

PHOTO #29 - TYPICAL CONDITION OF PREVIOUSLY EPOXY REPAIRS TO

CRACKING OF END DIAPHRAGMS, WEST END DIAPHRAGM IN CELL #2

SHOWN

PHOTO #30 - CONTINUATION OF CRACK FROM EPOXY REPAIR ON

EAST END DIAPHRAGM IN CELL #1

PHOTO #31 - CRACKING WITH

EFFLORESCENCE ON TOP FLANGE AT EAST

END OF CELL #1

PHOTO #32 - VERTICAL CRACKING WITH

EFFLORESCENCE ON NORTH WEB IN CELL #2

APPROXIMATELY 60' FROM WEST ABUTMENT;

NOTE EXPOSED JACKING ROD

PHOTO #33 - TYPICAL CRACKING OF END DIAPHRAGMS, EAST END

DIAPHRAGM IN CELL #2 SHOWN

PHOTO #34 - TYPICAL CRACKING OF EPOXY REPAIRS ON END

DIAPHRAGMS, WEST END DIAPHRAGM IN CELL #2 SHOWN; NOTE

CORE HOLE

PHOTO #35 - CRACKING WITH EFFLORESCENCE ON CHAMFER OF

SOUTH WEB OF CELL #2 NEAR WEST END DIAPHRAGM

PHOTO #36 - TYPICAL CRACKING OF END DIAPHRAGMS, EAST END

DIAPHRAGM IN CELL #3 SHOWN

PHOTO #37 - SEPTATION OF UTILITY CONDUIT IN CELL #4 NEAR EAST

END DIAPHRAGM

PHOTO #38 - TYPICAL VERTICAL CRACKING WITH EFFLORESCENCE

ON WEBS, NORTH WEB IN CELL #4 NEAR WEST END SHOWN