Report_Bridge_Inspection_5570-457P.pdf

BRIDGE INSPECTION REPORT

FOREHAND HOLLOW BRIDGE

NATCHEZ TRACE PARKWAY OVER FOREHAND HOLLOW

NATCHEZ TRACE PARKWAY

LN

STRUCTURE NO. 5570-457P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 3/18/13

Report prepared by: ES

MILE POINT: 435.50

Federal Highway Administration KILOMETER POINT: 700.85 Federal Lands Bridge Office Bridge Inspection and Management Program 21400 Ridgetop Circle Sterling, Virginia 20166 http://www.efl.fhwa.dot.gov/FLHBO/BIP

STRUCTURE SUMMARY STRUCTURE NO. 5570-457P

FOREHAND HOLLOW BRIDGE INSPECTION DATE: 3/18/13

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL: ....... P/S 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: ..

DECK TYPE: ......................... CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH:

WEARING SURFACE: .......... BITUMINOUS DECK WIDTH:

ABUT. FOUNDATIONS: ........ SPREAD FOOTING ON PILES CURB TO CURB WIDTH:

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

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

PROJ./PLAN REF. NO: ......... 1A9 / 84 SKEW ANGLE:

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

STRUCTURE HISTORY: ...... 2008(est) - APPROACH ROADWAY AND BRIDGE RESTRIPED.

LOCATION

905.0 FT (275.8 M)

200.0 FT (61.0 M)

39.0 FT (11.9 M)

36.0 FT (11.0 M)

N/A 0 °

NO

NATCHEZ TRACE PARKWAY MILE POINT: ..................... 435.50 (KM PT 700.85)

STATE: ................................. TENNESSEE LOCATION: 6.85 MILES TO TN ROUTE 46

FACILITY CARRIED: ............ NATCHEZ TRACE PARKWAY

FEATURE INTERSECTED: .. FOREHAND HOLLOW

STRUCTURE EVALUATION SUMMARY

This post-tensioned continuous prestressed concrete box girder bridge is in good condition overall. Problems include a moderate tear in the south expansion joint seal, moderate gravel accumulation in both expansion joints, moderate cracking of the approach pavement, and vine growth on the piers, the east deck overhang, and box girder in Span #1.

There is also minor longitudinal and diagonal cracking of the box girder web walls and minor cracking of the diaphragms.

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

INSPECTION TEAM: M.R. PUTALLAZ, W.R. FAIRLIE (CLARK NEXSEN)

CONDITION ASSESSMENT:

MICHAEL R. PUTALLAZ, P.E., FIELD TEAM LEADER

REPORT REVIEW:

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

REPORT APPROVAL: DATE: 8/1/13

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

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5570-457P

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.

222.4 SAW CUT AND SEAL CRACKING OF APPROACH PAVEMENT OVER APPROACH AND

ABUTMENT SLAB ENDS.

160 LF

58.2 REMOVE GRAVEL ACCUMULATION FROM BOTH EXPANSION JOINTS. REPLACE

STRIP SEAL IN SOUTH EXPANSION JOINT.

36 LF

58.10, 59.11, 60.19

REMOVE VINE GROWTH FROM PIERS, EAST DECK OVERHANG, AND BOX GIRDER

IN SPAN #1.

1 LS $

PRELIM. MAINTENANCE TOTAL :

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

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.

Perform an in-depth inspection to determine the full extent of cracking on girder and diaphragms. Set up a monitoring schedule if determined to be necessary.

FIELD INSPECTION REPORT STRUCTURE NO. 5570-457P

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

N NOT APPLICABLE 3 SERIOUS CONDITION - loss of section, deterioration, spalling, or scour have seriously affected primary structural components. Local failures are possible.

9 EXCELLENT CONDITION Fatigue cracks in steel or shear cracks in concrete may be present.

8 VERY GOOD CONDITION - no problems noted. 2 CRITICAL CONDITION - advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present

7 GOOD CONDITION - some minor problems. or scour may have removed substructure support. Unless closely monitored it may be necessary to close the structure until corrective action can be taken.

6 SATISFACTORY CONDITION - structural elements show some minor deterioration. 1 “IMMINENT” FAILURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal 5 FAIR CONDITION - all primary structural elements are sound but may have movement affecting structure stability. Structure is closed to traffic but minor section loss, cracking, spalling, or scour. corrective action may return structure to light service.

4 POOR CONDITION - advanced section loss, deterioration, spalling, or scour. 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 ITEM REFERENCE AND REMARKS

G1. DECK SLAB

F2. EXPANSION JOINTS

G3. WEARING SURFACE

G4. RIDEABILITY

G5. CURBS, SIDEWALKS, AND MEDIAN

G6. PARAPETS AND/OR RAILINGS

G7. DRAINS AND DRAINAGE

N8. UTILITIES

G9. DEFLECTION AND/OR VIBRATION

F10. OTHER (VEGETATION)

59. SUPERSTRUCTURE 7

G

2. GIRDERS OR BEAMS

1. BEARING DEVICES

G

N3. ARCH(ES) OR SLAB(S)

N4. FLOOR BEAMS AND STRINGERS

N5. TRUSSES

G6. DIAPHRAGMS AND BRACING

N7. PAINT

N8. FASCIA(E)

G9. DEFLECTION AND/OR VIBRATION

G10. ALIGNMENT

F11. OTHER (VEGETATION)

60. SUBSTRUCTURE 7

58, 59, 60 MINOR GRAFFITI ON STRUCTURE AT ABUTMENTS.

58.1 BOX GIRDER EXTERIOR: MINOR CRACKING WITH EFFLORESCENCE

ON UNDERSIDE OF DECK OVERHANGS. MINOR HONEYCOMBING OF

DECK OVERHANGS IN SPANS #2 AND #4.

BOX GIRDER INTERIOR: MINOR SPALLING WITH EXPOSED REBAR

CHAIRS ON DECK UNDERSIDE. MINOR TRANSVERSE AND

LONGITUDINAL CRACKING WITH EVIDENCE OF LEAKAGE AND

EFFLORESCENCE ON DECK UNDERSIDE. SEE ALSO 59.2.

58.1, 59.2, 60.13,15

MODERATE VINE GROWTH ON PIERS #1, #2, AND #3, EAST DECK

OVERHANG, AND BOX GIRDER IN SPAN #1. TREE GROWTH

BENEATH STRUCTURE; SEVERAL CUT TREES ALONG WEST SIDE OF

STRUCTURE.

58.2 MODERATE GRAVEL ACCUMULATION WITH VEGETATION GROWTH IN

EXPANSION JOINTS. TEAR (16" LONG WITH 4" HOLE) IN SOUTH

EXPANSION JOINT SEAL IN SOUTHBOUND LANE. EAST CURB PLATE

AT NORTH JOINT DAMAGED; CRACKED WELDS IN BOTH CURB

PLATES AT SOUTH JOINT.

58.3 MINOR RANDOM CRACKING OF WEARING SURFACE THROUGHOUT.

MINOR DETERIORATION OF ROADWAY STRIPING.

58.5,6 MINOR CRACKING WITH EFFLORESCENCE ON CURBS AND

RAILINGS THROUGHOUT. MINOR COLLISION DAMAGE ON

PARAPETS AT NORTH END; SCRAPES ON WEST PARAPET AT SOUTH

END. MINOR SPALL ON EAST RAIL IN SPAN #4.

58.7 MINOR DEBRIS ACCUMULATION WITH VEGETATION GROWTH IN

CURBLINES IN SOME LOCATIONS.

ABUTMENTS

BREASTWALLS OR COLUMNS 1. G

PILE BENTS 2. N

CAPS AND/OR BEARING SEATS 3. G

BACKWALLS AND/OR BULKHEADS4. G

FOUNDATIONS 5. N

WINGWALLS 6. G

WEEP HOLES7. N

EXPANSION JOINTS 8. N

EROSION AND/OR SCOUR9. G

SETTLEMENT OR DEFLECTION10. G

SLOPE PROTECTION11. N

OTHER12. N

PIER(S)

WALLS AND/OR COLUMNS 13. G

PILE BENTS 14. N

CAPS AND/OR BEARING SEATS 15. G

FOUNDATIONS 16. N

EROSION AND/OR SCOUR17. G

SETTLEMENT OR DEFLECTION18. G

OTHER19. (VEGETATION) F

FIELD INSPECTION REPORT STRUCTURE NO. 5570-457P

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 N

222. APPROACHES 6

OTHER9.

ALIGNMENT8.

SIGNS7.

SETTLEMENT6.

EROSION5.

SURFACING 4.

APPROACH GUARDRAIL 3.

RELIEF JOINTS2.

1. APPROACH SLABS N

N N F G G G G N

223. RETAINING WALL N

OTHER6.

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.

59.2 BOX GIRDER EXTERIOR: MINOR LONGITUDINAL AND DIAGONAL

CRACKING ON SIDES OF BOX GIRDER AT BOTH ABUTMENTS.

PREVIOUSLY REPORTED CRACK WITH EFFLORESCENCE ON

UNDERSIDE OF BOX GIRDER, NORTH OF PIER #3 IN SPAN #4,

APPEARS TO BE STAINING.

BOX GIRDER INTERIOR: ACCESS HATCHES TO BOX GIRDER

INTERIOR UNLOCKED. MINOR DIAGONAL (SHEAR) CRACKING ON

BOTH WEB WALLS AT PIERS; SOME CRACKING EXTENDS INTO DECK

UNDERSIDE. MINOR LONGITUDINAL CRACKING ON WEB WALLS.

MINOR CRACKING AND DELAMINATION OF FINISH COAT ON

BLISTERS; EXPOSED REBAR ON EAST SIDE OF SPAN #2 NEAR PIER

#2. MINOR CRACKING OF POST-TENSIONING ANCHORAGE BLOCKS

IN SOME LOCATIONS; GROUT BLOCKS EXHIBIT POOR

CONSOLIDATION AND NON-UNIFORM FINISH.

59.6 MINOR HORIZONTAL AND DIAGONAL CRACKING WITH

EFFLORESCENCE ON DIAPHRAGMS. MINOR HORIZONTAL

CRACKING WITH RUST STAINING AT BASE OF FILLET ON NORTH

FACE OF PIER #3 DIAPHRAGM.

60.1 MINOR STAINING OF SOUTH ABUTMENT BREASTWALL DUE TO

PERFORATED JOINT SEAL.

60.3 MINOR ACCUMULATION OF DEBRIS ON SOUTH ABUTMENT BEARING

SEAT.

60.4 MINOR HORIZONTAL AND VERTICAL CRACKING ON ABUTMENT

BACKWALLS AT ENDS; LEAKAGE ON WEST SIDE OF SOUTH

ABUTMENT.

60.6 MINOR CRACKING ON WINGWALLS; EFFLORESCENCE AND

STAINING ON SOUTH WINGWALLS. MINOR MOSS GROWTH ON

SOUTHEAST WINGWALL.

60.9 SMALL ANIMAL BURROW AT WEST SIDE OF SOUTH ABUTMENT.

60.13 MINOR HORIZONTAL AND VERTICAL CRACKING OF PIERS #2, #3,

AND #4. MINOR SPALLING OVER FORM TIES ON SOUTH FACE OF

PIER #4.

222.4 MODERATE CRACKING OF APPROACH PAVEMENT OVER APPROACH

AND ABUTMENT SLABS. MINOR DETERIORATION OF ROADWAY

STRIPING.

222.7 TYPE 3 REFLECTIVE OBJECT MARKER TAPE PRESENT ON PARAPET

ENDS; MINOR DETERIORATION OF TAPE. TEMPORARY FLASHER

MOUNTED ON EAST RAIL NEAR SOUTH END AND WEST RAIL NEAR

NORTH END.

STRUCTURE LOAD RATING STRUCTURE NO. 5570-457P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 20 18 33 30

HS 36 33 60 54

TYPE 3 44 40 73 66

TYPE 3S2 47 43 79 72

TYPE 3-3 49 44 82 74

DESIGN LOADING: HS20 (MS18)

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. 5570-457P

STRUCTURE IDENTIFICATION

(201) PARK: NATCHEZ TRACE PARKWAY (1) STATE: ....................................... 474 - TENNESSEE (TN)

(202) STRUCTURE NAME: .......... FOREHAND HOLLOW BRIDGE (2) STATE HWY. AGENCY DIST:

(203) STRUCTURE KIND: ............1 - BRIDGE (3) COUNTY CODE: ........................ 187 - WILLIAMSON

(204) STRUCTURE NUMBER: ..... 5570-457P (4) CITY/PLACE CODE:

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

(206) ROUTE CODE NUMBER: ... 1 (6) FEATURES INTERSECTED:....... FOREHAND HOLLOW

(207) ROAD SECTION NO: .......... 457P (7) FACILITY CARRIED: .................. NATCHEZ TRACE PARKWAY

(208) NPS ROAD CLASS: ............ 1 - PRINCIPAL PARK ROAD (8) STATE STRUCTURE NO: .......... 5570457P0000000

(209) WITHIN NPS BNDRY?: ....... YES (9) LOCATION: ................................ 6.85 MILES TO TN ROUTE 46

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

(211) PROJECT NO(S): ................ 1A9 (11) MILE POINT: ............................. 435.50 (KM PT 700.85)

(212) DRAWING NUMBERS: ....... 84 (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:

6 - P/S CONCRETE CONTINUOUS

06 - BOX GIRDER - SINGLE or SPREAD

200.0 FT (61.0 M)

905.0 FT (275.8 M)

3 - SPREAD FOOTING ON PILES

3 - SPREAD FOOTING ON PILES

3 - SPREAD FOOTING ON PILES

2 - SPREAD FTG ON BEARING MAT'L

1 - CONCRETE CAST-IN-PLACE

(44A) APPR. STR. MATERIAL: ........ 1 - CONCRETE

(44B) APPR. STR. TYPE: ................ 04 - TEE BEAM

(46) NO. OF APPROACH SPANS: .. 2

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

LOAD RATING AND POSTING

(31) DESIGN LOAD: ................. 5 - HS20 (MS18) (41) LOAD RESTRICTION: ......... R - POSTED (OTHER)

(66) INVENTORY RATING: ...... 36.0 TONS (33.0 METRIC TONS) (70) BRIDGE POSTING: .............. 5 - NO POSTING REQUIRED

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

INSPECTION DATES

(90) INSPECTION DATE: 3/13 (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. 5570-457P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(51) CURB TO CURB WIDTH: ........... 36.0 FT (11.0 M) (16) LATITUDE: ............................. 35°57'44.20"

(17) LONGITUDE: ......................... 86°59'06.90"

(19) DETOUR LENGTH: ............... 2 MI (3 KM)

(28A) LANES ON STRUCT:

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

(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?: ... 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: ....................... 4.0 FT (1.2 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: .......................... N

(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:

39.0 FT (11.9 M)

34.0 FT (10.4 M)

22.0 FT (6.7 M)

6.0 FT (1.8 M)

6.0 FT (1.8 M)

0 - NO MEDIAN

0 °

NO

36.0 FT (11.0 M)

0.0 FT (0.0 M)

0.0 FT (0.0 M)

1 - FULL HEIGHT (NO PARAPE

1 - CONCRETE

1 - CONTINUOUS RAIL

2.58 FT (0.79 M)

99.99 FT (99.99 M)

16.08 FT (4.90 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:

N

N - Not over waterway.

1 - MAINTENANCE

D - MINOR

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

2008(est) - APPROACH ROADWAY AND BRIDGE RESTRIPED.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIG. INFO.:

APPENDIX STRUCTURE NO. 5570-457P

PHOTOGRAPHS STRUCTURE NO. 5570-457P

PHOTO #1 - LOOKING SOUTHBOUND TOWARD TUPELO

PHOTO #2 - WEST SIDE

PHOTO #3 - GENERAL TOPSIDE VIEW

LOOKING NORTH

PHOTO #4 - TYPICAL CRACKING OF ASPHALT

WEARING SURFACE; SPAN #1 SHOWN; ALSO

NOTE TYPICAL DETERIORATION OF ROADWAY

STRIPING

PHOTO #5 - ACCUMULATION OF DEBRIS WITH

VEGETATION GROWTH IN SOUTH EXPANSION

JOINT

PHOTO #6 - TEAR IN ELASTOMERIC SEAL OF

SOUTH EXPANSION JOINT IN SOUTHBOUND

LANE

PHOTO #7 - CRACKED WELDS ON WEST CURB

PLATE AT SOUTH EXPANSION JOINT

PHOTO #8 - DAMAGED CURB PLATE ON EAST

SIDE OF NORTH EXPANSION JOINT

PHOTO #9 - TYPICAL CRACKING WITH EFFLORESCENCE ON CURBS

AND RAILINGS; EAST CURB AND RAILING IN SPAN #1 SHOWN

PHOTO #10 - TYPICAL COLLISION DAMAGE ON PARAPETS AT NORTH

END; EAST PARAPET SHOWN; ALSO NOTE TYPICAL DETERIORATION

OF OBJECT MARKER TAPE

PHOTO #11 - TYPICAL ACCUMULATION OF

DEBRIS AND VEGETATION GROWTH IN

CURBLINES; WEST CURBLINE IN SPAN #3

SHOWN

PHOTO #12 - TYPICAL CRACKING OF

APPROACH PAVEMENT OVER APPROACH AND

ABUTMENT SLABS; NORTH APPROACH

SHOWN

PHOTO #13 - GENERAL UNDERSIDE VIEW LOOKING SOUTH, SPAN #5

PHOTO #14 - TYPICAL VIEW OF EXPANSION BEARINGS; WEST BEARING

AT NORTH ABUTMENT SHOWN

PHOTO #15 - TYPICAL CRACKING ON SIDES OF BOX GIRDER AT

ABUTMENTS; WEST SIDE AT SOUTH ABUTMENT SHOWN

PHOTO #16 - PREVIOUSLY REPORTED EFFLORESCENCE ON BOX

GIRDER UNDERSIDE IN SPAN #4 NEAR PIER #3 APPEARS TO BE

STAINING

PHOTO #17 - GENERAL VIEW OF BOX GIRDER INTERIOR LOOKING

NORTH, SPAN #1

PHOTO #18 - TYPICAL TRANSVERSE AND LONGITUDINAL CRACKING

WITH EFFLORESCENCE ON DECK UNDERSIDE; SPAN #3 SHOWN

PHOTO #19 - TYPICAL LONGITUDINAL CRACKING OF BOX GIRDER WEB

WALLS BETWEEN POST-TENSIONING ANCHORAGE BLOCKS; EAST

SIDE OF SPAN #2 NEAR PIER #2 SHOWN

PHOTO #20 - CLOSE-UP OF PREVIOUS PHOTO

PHOTO #21 - TYPICAL DIAGONAL CRACKING

ON BOX GIRDER WEB WALLS AND END

DIAPHRAGMS AT PIERS; WEST SIDE OF BOX

GIRDER IN SPAN #1 AT PIER #1 SHOWN; ALSO

NOTE CRACKING EXTENDS INTO DECK

UNDERSIDE

PHOTO #22 - TYPICAL CRACKING AND

DELAMINATION OF FINISH COAT ON BOX

GIRDER BLISTERS; EAST SIDE OF SPAN #2

NEAR PIER #2 SHOWN; ALSO NOTE EXPOSED

REBAR

PHOTO #23 - TYPICAL VIEW OF POST-TENSIONING ANCHORAGE

BLOCKS ON BOX GIRDER INTERIOR; WEST SIDE OF SPAN #1 SHOWN

PHOTO #24 - TYPICAL CONDITION OF GROUT AT POST-TENSIONING

ANCHORAGE BLOCKS; UPPER BLOCK #2 IN SPAN #3 NEAR PIER #2 ON

WEST SIDE SHOWN

PHOTO #25 - TYPICAL HORIZONTAL CRACKING

OF END DIAPHRAGMS; NORTH FACE OF PIER

#2 DIAPHRAGM SHOWN

PHOTO #26 - TYPICAL HORIZONTAL CRACKING

OF END DIAPHRAGMS; NORTH FACE OF PIER

#3 DIAPHRAGM SHOWN; ALSO NOTE RUST

STAINING

PHOTO #27 - GENERAL VIEW OF SOUTH ABUTMENT

PHOTO #28 - TYPICAL GRAFFITI ON STRUCTURE AT ABUTMENTS;

NORTH ABUTMENT BREASTWALL AND BOX GIRDER UNDERSIDE

PHOTO #29 - TYPICAL CRACKING OF

ABUTMENT BACKWALLS AT ENDS; WEST END

OF SOUTH ABUTMENT SHOWN; ALSO NOTE

LEAKAGE

PHOTO #30 - TYPICAL CRACKING WITH

EFFLORESCENCE AND STAINING ON

WINGWALLS; NORTHWEST WINGWALL

PHOTO #31 - STAINING ON SOUTHWEST

WINGWALL BENEATH DECK EXPANSION JOINT

PHOTO #32 - ANIMAL BURROW IN SLOPE AT

WEST SIDE OF SOUTH ABUTMENT

PHOTO #33 - GENERAL VIEW OF PIER #1,

SOUTH SIDE; NOTE VINE GROWTH

PHOTO #34 - TYPICAL TREE GROWTH

BENEATH STRUCTURE; SPAN #4 SHOWN

PHOTO #35 - TYPICAL VINE GROWTH ON

PIERS; SOUTH SIDE OF PIER #3 SHOWN