5320-001.pdf

STRUCTURE SUMMARY STRUCTURE NO. 5320-001P

PABST ROAD BRIDGE INSPECTION DATE: 5/14/20

BRIDGE IDENTIFICATION AND DESCRIPTION

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

MAIN SPAN TYPE: ............... STRINGER/MULTI-BEAM or GIRDER NO. OF APPR. SPANS:

# OF BEAMS, MAIN SPAN: .. 5 STRUCT. TOTAL LENGTH: .. 210.0 FT (64.0 M)

DECK TYPE: ......................... CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: .......... 62.0 FT (18.9 M)

WEARING SURFACE: .......... NONE DECK WIDTH: ...................... 42.5 FT (13.0 M)

ABUT. FOUNDATIONS: ........ SPREAD FOOTING ON PILES CURB TO CURB WIDTH: ..... 40.5 FT (12.3 M)

PIER FOUNDATION(S): ........ SPREAD FOOTING ON PILES YEAR BUILT:

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

PROJ./PLAN REF. NO: ......... 635/41.041.A / SKEW ANGLE: ..................... 12 °

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

STRUCTURE HISTORY: ...... 1995-ASPHALT LEVELING COURSE PLACED AT APPROACHES. 2014-APPROACHES

RESURFACED, DECK JOINTS REPLACED, SLOPE PAVING UNDERMINING REPAIRED.

LOCATION

GULF ISLANDS NATIONAL SEASHORE MILE POINT: ..................... 0.20 (KM PT 0.32)

STATE: ................................. MISSISSIPPI LOCATION: 0.2 MILES SOUTH OF U.S. ROUTE 90 IN

OCEAN SPRINGS, MS. FACILITY CARRIED: ............ PARK ENTRANCE ROAD

FEATURE INTERSECTED: .. PABST ROAD AND L&N RAILROAD

STRUCTURE EVALUATION SUMMARY

This prestressed concrete girder bridge is in good condition overall. Problems include damage to the southwest approach guardrail and spalling with exposed prestressing strands at the end of Girder #5 over the south pier. Other problems include deterioration of sealant material at joints over south abutment and over north pier; vegetation growth on the piers, abutments, and slope paving; missing nuts from the bridge railing connections; and debris accumulation on the bearing seats and drainage inlets.

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: N. DICKHAUSEN (SEH), T. DZIEDZINA (GEOCAL)

CONDITION ASSESSMENT:

NINA L. DICKHAUSEN, P.E., FIELD TEAM LEADER

REPORT REVIEW:

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

REPORT APPROVAL: DATE: 7/17/20

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

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5320-001P

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

60.1,11,13 REMOVE VEGETATION GROWTH FROM PIERS, ABUTMENTS, AND SLOPE PAVING.

58.6 REPLACE MISSING NUTS FROM BRIDGE RAILING AND SECURE SOUTHEAST

RAILING.

58.7, 59.1, 60.3,15

REMOVE DEBRIS FROM BEARING SEATS. PERIODICALLY REMOVE DEBRIS FROM

DRAINAGE INLETS.

58.2 REPAIR DAMAGED PORTION OF EXPANSION JOINT OVER SOUTH ABUTMENT.

PRELIM. MAINTENANCE TOTAL : $9,000

ITEM

NO.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. UNIT

UNIT

COST

PRELIM. COST

ESTIMATES

REHAB. RECONSTR.

222.3 REPLACE DAMAGED RAILING SECTIONS IN SOUTHWEST

APPROACH GUARDRAIL.

59.2 REMOVE LOOSE CONCRETE FROM GIRDERS, CLEAN AND SEAL

ANY EXPOSED PRESTRESSING STRANDS AS NECESSARY.

CONTRACT COSTS FOR MOBILIZATION, TRAFFIC CONTROL,

DESIGN, AND CONSTRUCTION ENGINEERING PLUS PARK

LOCATION FACTOR.

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

PRELIMINARY ESTIMATE TOTAL* : ........................................... $26,000

(*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.

FIELD INSPECTION REPORT STRUCTURE NO. 5320-001P

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.

F F N N N G N N G

N G

N G G F F N

N

F

G

G

58.1 MINOR TO MODERATE TRANSVERSE AND DIAGONAL CRACKING (UP

TO 1/16" WIDE) OF DECK SURFACE. HEAVILY FADED ROADWAY

STRIPING ALONG CENTERLINE.

LIGHT EFFLORESCENCE FROM CRACKS ON DECK UNDERSIDE.

CRACKS IN UNDERSIDE OF DECK ARE PREDOMINANTLY LOCATED

IN SPAN #3.

58.2 BROKEN SEALANT MATERIAL IN ONE LOCATION (4" LONG) AT JOINT

OVER SOUTH ABUTMENT IN SOUTHBOUND LANE. MINOR ADHESION

FAILURE OF SEALANT MATERIAL AT EXPANSION JOINT OVER NORTH

PIER DEBRIS ACCUMULATION AT ALL JOINTS.

58.4 UP TO 3/8" VERTICAL MISALIGNMENT AT NORTH JOINT; UP TO 1/2"

VERTICAL MISALIGNMENT AT SOUTH JOINT, RESULTING IN SLIGHT

RAMPING AFFECT. SEE ALSO 222.4, 6.

58.6, 222.3 MODERATE CHECKING AND WARPING OF TIMBER RAILING;

SEVERAL AREAS OF MINOR TO MODERATE DECAY ALSO PRESENT.

NUTS MISSING FROM TWO RAIL BOLTS AT SOUTH END OF WEST

RAILING, ONE RAILING BOLT AT NORTH END OF WEST RAILING, AND

TWO BOLTS IN EAST RAILING OVER RAILROAD AND PABST ROAD.

ONE RAILING NUT NOT FULLY SEATED ON WEST RAIL AT NORTH

END OF SPAN #2. ONE SECTION OF TIMBER RAIL LOOSE AT

SOUTHEAST END OF BRIDGE (NOT BOLTED).

PREVIOUSLY NOTED COLLISION SCRAPES TO WEST RAIL OF SPAN

#2 APPEAR TO BE MOLD. DAMAGE TO TWO RAIL SECTIONS AT

SOUTHWEST APPROACH APPROXIMATELY 100' FROM BRIDGE END.

TREE OVERHANGING RAIL AT NORTHWEST BRIDGE CORNER.

VEGETATION ENCROACHING APPROACH GUARDRAILS.

58.7 PREVIOUSLY NOTED SOIL AND DEBRIS ACCUMULATION ALONG

CURBLINES HAS BEEN REMOVED. MINOR DEBRIS ACCUMULATION

IN DRAINAGE INLETS.

59.1 BENT ANCHOR BOLTS AT BEARING #1 AT NORTH ABUTMENT AND AT

NORTH PIER (SPAN #2), AND BEARING #5 AT BOTH ABUTMENTS AND

NORTH PIER. ELASTOMERIC BEARING PADS ARE NOT NORMAL TO

GIRDER ALIGNMENT AND HAVE UP TO 9/16" DISTORTION.

1. BREASTWALLS OR COLUMNS G

2. PILE BENTS N

3. CAPS AND/OR BEARING SEATS G

4. BACKWALLS AND/OR BULKHEADS G

5. FOUNDATIONS N

6. WINGWALLS G

7. WEEP HOLES G

8. EXPANSION JOINTS N

9. EROSION AND/OR SCOUR G

10. SETTLEMENT OR DEFLECTION G

11. SLOPE PROTECTION F

12. OTHER N

PIER(S)

G13. WALLS AND/OR COLUMNS

N14. PILE BENTS

G15. CAPS AND/OR BEARING SEATS

N16. FOUNDATIONS

G17. EROSION AND/OR SCOUR

G18. SETTLEMENT OR DEFLECTION

N19. OTHER

FIELD INSPECTION REPORT STRUCTURE NO. 5320-001P

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 7

1. APPROACH SLABS

2. RELIEF JOINTS

3. APPROACH GUARDRAIL

4. SURFACING

5. EROSION

6. SETTLEMENT

7. SIGNS

8. ALIGNMENT

9. OTHER (STRIPING)

N N F G G G N F 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, 60.3,15 MODERATE TO HEAVY STAINING OF ABUTMENTS AND PIER CAPS.

MINOR TO MODERATE DEBRIS ACCUMULATION ON ABUTMENT

BEARING SEATS AND PIER CAPS. GRAFFITI ON ABUTMENT CAPS

AND BACKWALL.

59.2 MINOR TO MODERATE SPALLING OF GIRDERS #1 OVER NORTH

PIER. MODERATE DELAMINATION OF GROUTED ENDS OF GIRDERS

#1 AND #5 OVER CENTER PIER. MODERATE SPALLING WITH ONE

EXPOSED PRESTRESSING STRAND ON GIRDER #5 OVER SOUTH

PIER.

MINOR SPALLING AT NORTH END OF GIRDERS #1, #4, AND #5. SPAN

#2 GIRDERS STAINED BY EXHAUST FROM DIESEL LOCOMOTIVES

PASSING UNDERNEATH. MODERATE STAINING OF GIRDER ENDS

DUE TO LEAKAGE. GRAFFITI ON ENDS OF GIRDERS AT ABUTMENTS.

60.4 MINOR VERTICAL CRACKING AND POPOUTS WITH EXPOSED REBAR

ON BACKWALLS. MINOR CRACKING AT TOP OF BACKWALLS.

60.9,11 MODERATE TO SEVERE SETTLEMENT AND WIDESPREAD CRACKING

OF CONCRETE SLOPE PAVING; MODERATE TO HEAVY VEGETATION

GROWTH IN CRACKS AND JOINTS AND HEAVY VINE GROWTH

ACROSS THE SOUTH SLOPE PAVING. UP TO 6" OF SETTLEMENT AT

SOUTHWEST SLOPE.

60.13 MODERATE TO HEAVY VINE GROWTH ON WEST COLUMNS OF

NORTH AND SOUTH PIERS. PAINTED OVER GRAFFITI ON COLUMNS.

HEAVY LEAKAGE STAINS ON COLUMNS AT SOUTH PIER.

222.1 CONCRETE APPROACH SLABS HAVE BEEN PAVED OVER.

222.4 FULL WIDTH 1/8" WIDE TRANSVERSE CRACK AT SOUTH END OF

SOUTH APPROACH PAVEMENT.

222.8 SIGHT DISTANCE IS LIMITED BY VERTICAL CURVATURE OF

STRUCTURE.

36.B,C,D TRANSITIONS BETWEEN BRIDGE AND APPROACH RAILS DO NOT

MEET CURRENT SAFETY GUIDELINES.

STRUCTURE LOAD RATING STRUCTURE NO. 5320-001P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 29 26 49 44

HS 36 32 60 54

TYPE 3 33 30 56 51

TYPE 3S2 46 42 77 70

TYPE 3-3 55 50 93 84

DESIGN LOADING: UNKNOWN

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: CONSTRUCTION DETAILS FOR THIS STRUCTURE ARE NOT AVAILABLE. RATING IS BASED ON ENGINEERING JUDGEMENT IN ACCORDANCE WITH AASHTO MANUAL FOR BRIDGE EVALUATION (MBE).

SEE BRIDGE FILE FOR MORE INFORMATION.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5320-001P

STRUCTURE IDENTIFICATION

(201) PARK: GULF ISLANDS NATIONAL SEASHORE (1) STATE: ....................................... 284 - MISSISSIPPI (MS)

(202) STRUCTURE NAME: .......... PABST ROAD BRIDGE (2) STATE HWY. AGENCY DIST:

(203) STRUCTURE KIND: ............1 - BRIDGE (3) COUNTY CODE: ........................ 059 - JACKSON

(204) STRUCTURE NUMBER: ..... 5320-001P (4) CITY/PLACE CODE:

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

(206) ROUTE CODE NUMBER: ... 15 (6) FEATURES INTERSECTED:....... PABST ROAD AND L&N RAILR

(207) ROAD SECTION NO: ..........001P (7) FACILITY CARRIED: .................. PARK ENTRANCE ROAD

(208) NPS ROAD CLASS: ............ 1 - PRINCIPAL PARK ROAD (8) STATE STRUCTURE NO: .......... 5320001P0000000

(209) WITHIN NPS BNDRY?: .......YES (9) LOCATION: ................................ 0.2 MILES SOUTH OF U.S. R

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

(211) PROJECT NO(S): ................635/41.041.A (11) MILE POINT: .............................0.20 (KM PT 0.32)

(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

62.0 FT (18.9 M)

210.0 FT (64.0 M)

3 - SPREAD FOOTING ON PILES

3 - SPREAD FOOTING ON PILES

3 - SPREAD FOOTING ON PILES

3 - SPREAD FOOTING ON PILES

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?: ..................... NO

LOAD RATING AND POSTING

(31) DESIGN LOAD: ................. 0 - UNKNOWN (41) LOAD RESTRICTION: ......... A - OPEN, NO RESTRICTION

(66) INVENTORY RATING: ...... 36.0 TONS (32.0 METRIC TONS) (70) BRIDGE POSTING: .............. 5 - NO POSTING REQUIRED

(64) OPERATING RATING: ...... 60.0 TONS (54.0 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 5/20 (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. 5320-001P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE: ............................. 30°24'34.90"

(17) LONGITUDE: ......................... 88°46'45.00"

(19) DETOUR LENGTH: ............... 0 MI (0 KM)

(28A) LANES ON STRUCT:

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

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

(42B) SERVICE UNDER: .............. 4 - HIGHWAY-RAILROAD

(29) AVG. DAILY TRAFFIC:

(30) YEAR OF ADT:

(114) FUTURE ADT:

(115) YEAR OF FUTURE ADT:

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

(38) NAVIGATION CONTROL?: ... N

(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: ....................... 13.5 FT (4.1 M)

(56) LEFT: ......................... 27.0 FT (8.2 M)

(51) CURB TO CURB WIDTH:

(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:

40.5 FT (12.3 M)

42.5 FT (13.0 M)

40.0 FT (12.2 M)

22.0 FT (6.7 M)

9.0 FT (2.7 M)

9.0 FT (2.7 M)

0 - NO MEDIAN

12 °

NO

40.5 FT (12.3 M)

0.0 FT (0.0 M)

0.0 FT (0.0 M)

1 - FULL HEIGHT (NO PARAPE

7 - TIMBER

1 - CONTINUOUS RAIL

2.29 FT (0.70 M)

99.99 FT (99.99 M)

22.83 FT (6.96 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: ... 1011

(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

$0

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1995-ASPHALT LEVELING COURSE PLACED AT APPROACHES. 2014-APPROACHES RESURFACED, DECK JOINTS REPLACED, SLOPE

PAVING UNDERMINING REPAIRED.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIG. INFO.:

APPENDIX STRUCTURE NO. 5320-001P

PHOTOGRAPHS STRUCTURE NO. 5320-001P

PHOTO #1 - LOOKING NORTH TOWARD U.S. ROUTE 90

PHOTO #2 - EAST SIDE

PHOTO #3 - GENERAL TOPSIDE VIEW LOOKING SOUTH

PHOTO #4 - TYPICAL TRANSVERSE CRACKING IN APPROACH

PAVEMENT, SOUTH APPROACH PAVEMENT SHOWN

PHOTO #5 - BROKEN SEALANT MATERIAL IN EXPANSION JOINT OVER

SOUTH ABUTMENT

PHOTO #6 - FADED CENTERLINE STRIPING ON BRIDGE DECK

PHOTO #7 - FULL WIDTH TRANSVERSE CRACK IN DECK SURFACE IN

SOUTH SPAN, NORTHBOUND LANE SHOWN

PHOTO #8 - TYPICAL MISALIGNMENT OF BRIDGE RAILING AND

APPROACH RAIL, SOUTHWEST CORNER SHOWN

PHOTO #9 - BROKEN TIMBER RAIL AND MISSING SECTION OF WEST

RAILING AT SOUTH APPROACH

PHOTO #10 - NUT IS MISSING FROM BOLT AT WEST RAIL CONNECTION

AT SOUTH END OF STRUCTURE

PHOTO #11 - GENERAL VIEW OF UNDERSIDE LOOKING SOUTH

PHOTO #12 - TYPICAL TRANSVERSE CRACKING WITH

EFFLORESCENCE IN DECK UNDERSIDE, SPAN #2 SHOWN

PHOTO #13 - GENERAL VIEW OF BEARING AREA AT NORTH ABUTMENT;

NOTE GRAFFITI ON ABUTMENT AND GIRDERS

PHOTO #14 - GENERAL VIEW OF NORTH ABUTMENT; NOTE VINE

GROWTH ON SLOPE PAVING

PHOTO #15 - GENERAL VIEW OF NORTH BENT; NOTE VINE GROWTH

ON COLUMNS

PHOTO #16 - GENERAL VIEW OF CENTER BENT

PHOTO #17 - GENERAL VIEW OF SOUTH BENT; NOTE VINE GROWTH

PHOTO #18 - GENERAL VIEW OF SOUTH ABUTMENT; NOTE VINE

GROWTH ON SLOPE PAVING