5570-092P-2020.pdf

BRIDGE INSPECTION REPORT

IRVING BRANCH BRIDGE

NATCHEZ TRACE PARKWAY OVER IRVING BRANCH

NATCHEZ TRACE PARKWAY

LOOKING NORTH

STRUCTURE NO. 5570-092P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 10/30/2020

EAST (UPSTREAM) SIDE

Report prepared by:

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

STRUCTURE SUMMARY STRUCTURE NO. 5570-092P

IRVING BRANCH BRIDGE INSPECTION DATE: 10/30/2020

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL:

MAIN SPAN TYPE:

# OF BEAMS, MAIN SPAN: .

DECK TYPE:

WEARING SURFACE:

ABUT. FOUNDATIONS:

PIER FOUDNATION(S):

ABUTMENT / PIER MAT'L: ..

PROJ./PLAN REF. NO:

NPS ROAD CLASS:

STRUCTURE HISTORY:

2 - CONCRETE CONTINUOUS NO. OF MAIN SPANS:

01 - SLAB NO. OF APPR. SPANS:

1 STRUCT. TOTAL LENGTH: . 85.0 FT (25.9 M)

1 - CONCRETE CAST-IN-PLACE MAX. SPAN LENGTH: ......... 32 FT (9.8 M)

6 - BITUMINOUS DECK WIDTH: ..................... 32.4 FT (9.9 M)

3 - SPREAD FOOTING ON PILES CURB TO CURB WIDTH: .... 28.0 FT (8.5 M)

3 - SPREAD FOOTING ON PILES YEAR BUILT:

1 - CONCRETE YEAR RECONSTRUCTED: . 0

3H5 SKEW ANGLE: .................... 40 °

1 - PRINCIPAL PARK ROAD FRACTURE CRITICAL: ....... N

1982-JOINT REPAIR. 2014-STRUCTURE REPAVED, PAVEMENT SAWCUT AND

SEALED OVER ENDS OF STRUCTURE.

LOCATION

NATCHEZ TRACE PARKWAY

STATE: .............................. 284 - MISSISSIPPI

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

FEATURE INTERSECTED: IRVING BRANCH

MILE POINT: .. 202.60 (KM PT 61.75)

LOCATION: .... 1.6 MILES SOUTH OF U.S. ROUTE 82

INSPECTION TEAM: B. Cazenas, R. Silvestry

CONDITION ASSESSMENT:

Reinaldo Silvestry

REPORT REVIEW:

Marcus Miller

REPORT APPROVAL: Date: 03/04/2021

Jorgomai Ceesay

STRUCTURE EVALUATION SUMMARY

This continuous concrete slab bridge remains in good to fair condition overall. The main problem is the extensive random cracking with moderate to heavy efflorescence throughout the sides of the slabs, the slab underside, and the curbs. This condition has not change significantly since last inspection. Additional problems include erosion trenches at the north abutment, scour at the downstream end of both piers due to runoff, and faded object marker at northeast corner.

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

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5570-092P

IRVING BRANCH BRIDGE INSPECTION DATE : 10/30/2020

226 PRIORITY OF IMPROVEMENT D

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

B (Major) - Structure is seriously deficient or presents a safety hazzard, but can remain open 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. Preventive maintenance may be required.

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

Item No.

Maintenance Recomendations

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT UNIT

COST

PRELIM.

COST

ESTIMATE

60.1,60.

REMOVE VEGETATION GROWTH FROM PIERS AND

ABUTMENTS.

222.7

REPLACE OBJECT MARKER AT NORTHEAST CORNER

PRELIM. MAINTENANCE TOTAL :

Item REHABILITATION/RECONSTRUCTION

UNIT

UNIT PRELIM. COST ESTIMATES

No. (TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. COST

REHAB RECONSTR

60.9,60.

11,60.17

PLACE SCOUR COUNTERMEASURES AT NORTH

ABUTMENT AND AT DOWNSTREAM END OF

BOTH PIERS.

58.5 REMOVE UNSOUND CONCRETE FROM EAST

CURB ALONG CENTER SPAN, CLEAN REBAR,

AND REPLACE CONCRETE TO ORIGINAL

DIMENSIONS.

58.3,222.

SEAL TRANSVERSE AND DIAGONAL CRACKS

ON WEARING SURFACE AND APPROACH

PAVEMENT ON BOTH APPROACHES.

CONTRACT COSTS FOR MOBILIZATION,

TRAFFIC CONTROL, DESIGN, AND

CONSTRUCTION ENGINEERING

(APPROXIMATELY 70% OF TOTAL REHAB COST)

PLUS PARK LOCATION FACTOR.

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5570-092P

IRVING BRANCH BRIDGE INSPECTION DATE : 10/30/2020

226 PRIORITY OF IMPROVEMENT D

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

B (Major) - Structure is seriously deficient or presents a safety hazzard, but can remain open 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. Preventive maintenance may be required.

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

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL :

PRELIM. REHABILITATION TOTAL :

PRELIM. RECONSTRUCTION TOTAL : ..

TOTAL ITEMIZED COSTS:

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 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. 5570-092P

IRVING BRANCH BRIDGE INSPECTION DATE: 10/29/2020

58. DECK

1. DECK SLAB

4. RIDEABILITY

5. CURBS, SIDEWALKS, AND MEDIAN

6. PARAPETS AND/OR RAILINGS

7. DRAINS AND DRAINAGE

8. UTILITIES

9. DEFLECTION AND/OR VIBRATION

10.OTHER:

59. SUPERSTRUCTURE

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

61. CHANNEL

1. ALIGNMENT

2. EROSION AND/OR SCOUR

3. CHANNEL PROTECTION

4. WATERWAY OBSTRUCTIONS

5. OTHER

6. ADEQUACY OF OPENING

7. NORMAL VELOCITY

8. AVERAGE CLEAR OPENING

9. STREAMBED COMPOSITION:

222. APPROACHES

1. APPROACH SLABS

2. RELIEF JOINTS

3. APPROACH GUARDRAIL

4. SURFACING

5. EROSION

6. SETTLEMENT

7. SIGNS

8. ALIGNMENT

9. OTHER

223. RETAINING WALL

1. WALL

2. WEEP HOLES

3. FOUNDATION

4. EROSION AND/OR SCOUR

5. SETTLEMENT OR DEFLECTION

6. OTHER

F

G

F

G

G

G

N

N

N

F

N

N

N

N

N

G

G

N

G

G

G

G

N

1- SUFF

1 - HIGH

N

N

N

G

G

G

G

N

N

2. EXPANSION JOINTS G

3. WEARING SURFACE G

N 8 FT

G

CONDITION RATING CODE EQUIVALENTS FOR SUB-ELEMENTS

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

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

NOT APPLICABLEN

EXCELLENT CONDITION9

VERY GOOD CONDITION - no problems noted.8

GOOD CONDITION - some minor problems.7

SATISFACTORY CONDITION - structural elements show some minor deterioration.6

FA R 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.4

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.

“ MM NENT” FA LURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability.

Structure is closed to

FA LED CONDITION - out of service; beyond corrective action. 0

SAND, SILT

ABUTMENTS

1. BREASTWALLS OR COLUMNS G

2. PILE BENTS N

3. CAPS AND/OR BEARING SEATS G

4. BACKWALLS AND/OR BULKHEADS N

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 N

12.OTHER N

36. TRAFFIC AND SAFETY FEATURES

A. BRIDGE RAILINGS:

B. TRANSITIONS:

C. APPROACH GUARDRAILS:

D. APPROACH GUARDRAIL ENDS:

N

N

N

PIER(S) TRAFFIC SAFETY RATING CODES

13. WALLS AND/OR COLUMNS G

N

G

N

G

G

N

0 - Does not meet standards or a safety features is 14.PILE BENTS required and none is provided.

15.CAPS AND/OR BEARING SEATS

1 - Meets currently acceptable standards.

16.FOUNDATIONS

17.EROSION AND/OR SCOUR N - Not applicable or a safety features is not required.

18.SETTLEMENT OR DEFLECTION

19.OTHER

FIELD INSPECTION REPORT STRUCTURE NO. 5570-092P

ITEM REFERENCE AND REMARKS

58.1

59.3

59.10

MINOR TO MODERATE CRACKING WITH EFFLORESCENCE AND WATER LEAKAGE ON SLAB UNDERSIDE, PRIMARILY NEAR OUTSIDE EDGES AND CENTERLINE AT NORTH AND SOUTH SPANS. MODERATE CRACKING WITH HEAVY EFFLORESCENCE WITH

STALACTITES ON SLAB SIDES AND UNDERSIDE IN CENTER SPAN; POPOUTS ALSO PRESENT.

SLAB HAS SHIFTED AND ROTATED OUT 1" AT SOUTHEAST AND NORTHWEST CORNERS; CONDITION IS DUE TO THERMAL

EXPANSION AT SKEWED STRUCTURE.

58.2 SEVERELY DETERIORATED OR MISSING FILLER MATERIAL IN RAILING EXPANSION JOINTS; MINOR DETERIORATION OF FILLER

MATERIAL IN CURB EXPANSION JOINTS.

58.3

222.4

WEARING SURFACE PAVEMENT SAWCUT AND SEALED OVER ENDS OF STRUCTURE; MINOR LONGITUDINAL CRACK ON CENTER

LINE RUNNING ENTIRE STRUCTURE LENGTH.

MINOR TRANSVERSE, DIAGONAL, AND LONGITUDINAL CRACKING OF APPROACH PAVEMENT AT BOTH APPROACHES.

58.5

58.6

MINOR TO MODERATE RANDOM CRACKING WITH EFFLORESCENCE AND SPALLING OF CURBS; MINOR FLAKING OF COATING AT

BOTH ENDS OF EAST CURB; MINOR VEGETATION GROWTH ALONG EAST CURB.

MINOR POPOUTS AND CRACKING OF RAILINGS. MINOR VERTICAL CRACKING WITH EFFLORESCENCE ON RAIL POSTS. MINOR

SPALLING OF EAST RAIL UNDERSIDE AT NORTH END.

60.1

60.3

MINOR SCALING OF ABUTMENT BREASTWALLS BELOW WEEP HOLES. MINOR VERTICAL CRACKING WITH EFFLORESCENCE AND

VEGETATION GROWTH ON NORTH BREASTWALL.

MINOR DETERIORATION OF BITUMINOUS MATERIAL AT ABUTMENT BEARING SEATS.

60.6 MINOR VERTICAL CRACKING WITH EFFLORESCENCE ON WINGWALLS. MINOR MOWER DAMAGE AT ALL WINGWALL ENDS; MINOR MOWER SCRAPES ALONG ALL WINGWALLS. MINOR DIAGONAL CRACKING WITH EFFLORESCENCE ON WINGWALLS AT CORNERS

OF BEARING SEAT; MINOR SPALL ON SOUTHEAST WINGWALL.

60.9

60.17

MINOR EROSION AT ABUTMENTS AND PIERS DUE TO RUNOFF.

60.13 MINOR VERTICAL CRACKING WITH EFFLORESCENCE ON PIERS. VEGETATION GROWTH ON ENDS OF PIER WALLS.

61.2

61.3

MINOR TO MODERATE SLOUGHING ALONG CHANNEL BANKS. CHANNEL BENEATH BRIDGE IS LINED WITH ASPHALT.

SEE BRIDGE FILE FOR SCOUR EVALUATION.

222.7 5"X16" BLACK AND YELLOW STRIPED OBJECT MARKERS IN PLACE; NORTHEAST OBJECT MARKER MISSING.

STRUCTURE LOAD RATING STRUCTURE NO. 5570-092P

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 21 19 35 32

HS 36 33 61 55

TYPE 3 31 28 51 46

TYPE 3S2 43 39 72 65

TYPE 3-3 57 52 95 86

DESIGN LOADING: 2 - H 15

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: 07/13/2015

LOAD RATING CONTROLLED BY: MOMENT

REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5570-092P

IRVING BRANCH BR DGE INSPECTION DATE: 10/29/2020

STRUCTURE IDENTIFICATION

(201) PARK: NATCHEZ TRACE PARKWAY

(202) STRUCTURE NAME:..............IRVING BRANCH BRIDGE

(203) STRUCTURE KIND:............... 1 - BRIDGE

(204) STRUCTURE NUMBER:.........5570-092 P

4 - SOUTHEAST(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:

(208) NPS ROAD CLASS:............... 1 - PRINCIPAL PARK ROAD

(209) WITHIN NPS BNDRY?:.......... Yes

(210) OPERATING UNIT:.................DANCY

(211) PROJECT NO(S):................... 3H5

(212) DRAWING NUMBERS:

(21) MAINTAINED BY:......................66 - NATIONAL PARK SERVICE

(22) OWNER:................................... 66 - NATIONAL PARK SERVICE

(1) STATE:

(2) STATE HWY. AGENCY DIST:

(3) COUNTY CODE:

(4) CITY / PLACE CODE:

(5) INVENTORY ROUTE:

(6) FEATURES INTERSECTED:

(7) FACILITY CARRIED:

(8) STATE STRUCTURE NO:

(9) LOCATION:

(10) INV. RTE. - MIN. VERT. CLR:

(11) MILE POINT:

(27) YEAR BUILT:

(106) YEAR RECONSTRUCTED:

(20) TOLL:

(37) HISTORIC DESIGNATION:

284 - MISSISSIPPI

01019 CHEROKEE

00000

1 6 1 00001 0

IRVING BRANCH

NATCHEZ TRACE PARKWAY

5570092P0000000

1.6 MILES SOUTH OF U.S. ROUTE 82

99.99 FT ( 99.99 M)

202.6 (KM PT: 61.75)

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL:..........2 - CONCRETE CONTINUOUS (44A) APPR. STR. MATERIAL:............ 0 - Other

(43B) MAIN STR. TYPE:.................. 01 - SLAB (44B) APPR. STR. TYPE:.................... 00 - OTHER

(45) NO. OF MAIN SPANS:..............003 (46) NO OF APPROACH SPANS:

(48) MAX. SPAN LENGTH:..............32 FT ( 9.8 M)

(49) STRUCTURE LENGTH:........... 85.0 FT ( 25.9 M) (108) WEAR SURFACE/PROTECT SYSTEM:

(216A) ABUTMENT #1 FDN:........... 3 - SPREAD FOOTING ON PILES A) TYPE WEARING SURFACE:.. 6 - BITUMINOUS

(216B) ABUTMENT #2 FDN:........... 3 - SPREAD FOOTING ON PILES B) TYPE MEMBRANE:................. 0 - NONE

(217A) PREDOM. PIER FDN:.......... 3 - SPREAD FOOTING ON PILES C) TYPE PROTECTION:.............. 0 - NONE

(217B) SECOND. PIER FDN:.......... 3 - SPREAD FOOTING ON PILES (218) IS SALT USED?.......................... NO

(107) DECK TYPE:.......................... 1 - CONCRETE CAST-IN-PLACE

LOAD RATING AND POSTING

(31) DESIGN LOAD:.........................2 - H 15 (41) LOAD RESTRICTION:.................. R - POSTED FOR OTHER LOAD-

CAPACITY RESTRICTION

(66) INVENTORY RATING:..............23 TONS ( 20.9 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL

LOADS

(64) OPERATING RATING:..............38 TONS ( 34.5 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 10/30/2020 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

(219) ADD. STUDIES NEEDED: N - 0 - NONE (A) FRACTURE CRITICAL:.......... N

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

(221) SPECIAL STUDY DATE: (B) UNDERWATER:..................... N

INSP. EVERY MONTHS - LAST INSP:

(C) SPECIAL INSPECTION:........ N

INSP. EVERY MONTHS - LAST INSP:

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5570-092P

IRVING BRANCH BR DGE INSPECTION DATE: 10/29/2020

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 33° 31'19 20" (51) CURB TO CURB WIDTH:............ 28.0 FT ( 8.5 M)

(17) LONGITUDE:............................ 89°10 '02.70" (52) DECK WIDTH:.......................... 32.4 FT ( 9.9 M)

(19) DETOUR LENGTH:.................. 15 MI ( 24 KM) (32) APPR. ROADWAY WIDTH:...... 32.0 FT ( 9.8 M)

(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 22.0 FT ( 6.7 M)

(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 5 0 FT ( 1.5 M)

(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 5 0 FT ( 1.5 M)

(42B) SERVICE UNDER:................. 5 - WATERWAY (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN

(29) AVG DAILY TRAFFIC:..............1075 (34) SKEW ANGLE:......................... 40 °

(30) YEAR OF ADT:......................... 2012 (35) STRUCTURE FLARED:............ 0 - NO FLARE

(114) FUTURE ADT:.........................1183 (47) TOTAL HORIZ. CLEARANCE:.. 28 FT ( 8.5 M)

(115) YEAR OF FUTURE ADT:........2032 (50) SIDEWALKS

(101) PARALLEL STRUCTURE:......N - NO PARALLEL STRUCTURE LEFT:.................................... 0 0 FT ( 0 M)

(38) NAVIGATION CONTROL:.........0 - NO NAVIGATION CONTROL ON RIGHT:.................................. 0 0 FT ( 0 M)

WATERWAY (BRIDGE PERMIT NOT

REQUIRED)

(39) VERTICAL CLEARANCE:.........0 FT ( 0 M) (214) BRIDGE RAIL TYPE

1 - FULL HEIGHT (NO PARAPET)(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:

(111) ABUT OR PIER PROT:........... MATERIAL:........................... 1 - CONCRETE

LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 1 - CONTINUOUS RAIL

(55) RIGHT:...............................00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... 2.42 FT ( 0.74 M)

(56) LEFT:................................ 0 FT ( 0 M) (53) MIN. VRT. CLR. OVER DECK: 99.99 FT ( 99.99 M)

(54) MIN. VRT. UNDRCLRANCE:... .00 FT ( 0 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK:....................................... 6 (67) STRUCTURAL EVALUATION:

(59) SUPERSTRUCTURE:...............6 (68) DECK GEOMETRY:

(60) SUBSTRUCTURE:.......... 6 (69) UNDERCLEARANCES:................ N

(61) CHANNEL:................................7 (71) WATERWAY ADEQUACY:

(62) CULVERT:.................................N (72) APPROACH ALIGNMENT:

(222) APPROACHES:...................... 7 (113) SCOUR CRITICAL:.................... 5 - SCOUR WITHIN LIMITS OF

FOOTING OR PILES

(223) RETAINING WALL:.................N (225) PROPOSE OF IMPROVEMENT: 2 - REHAB/RECONSTRUCTION

(36) TRAFFIC SAFETY FEAT: 1 N N N (226) PRIORITY OF IMPROVEMENT: D - MINOR

(75A) TYPE OF WORK:................... (227) MAINTENANCE COST:.............$ 1500

(75B) WORK DONE BY:.................. (228) REHAB / RECNSTR COST:..... $ 56000

(76) IMPROVEMENT LENGTH:....... FT ( 0 M) (229) CONSTRUCTION COST:.......... $ 0

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1982-JOINT REPAIR. 2014-STRUCTURE REPAVED, PAVEMENT SAWCUT AND SEALED OVER ENDS OF STRUCTURE.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

Inspector: Reinaldo Silvestry Structure Number: 5570092P0000000

Inpsection Date: 10/30/2020 Facility Carried: NATCHEZ TRACE PAR

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING SOUTH TOWARD TUPELO

PHOTO 4

Description WEST (DOWNSTREAM) SIDE

Bridge Inspection Report

Pictures

PHOTO 5

Description GENERAL TOPSIDE VIEW LOOKING NORTH

PHOTO 6

Description JOINT OVER NORTH ABUTMEN; NOTE TRANSVERSE CRACKING ALONG JOINT

Bridge Inspection Report

Pictures

PHOTO 7

Description LONGITUDINAL CRACK OF WEARING SURFACE ALONG CENTERLINE

PHOTO 8

Description CRACKING WITH EFFLORESCENCE, DELAMINATION, AND SPALLING OF CONCRETE

ALONG EAST CURB

Bridge Inspection Report

Pictures

PHOTO 9

Description TRANSVERSE CRACK OF WEARING SURFACE OVER SOUTH ABUTMENT JOINT

PHOTO 10

Description FADED OBJECT MARKER AT NORTHEAST CORNER

Bridge Inspection Report

Pictures

PHOTO 11

Description HORIZONTAL CRACKING WITH EFFLORESCENCE OVER NORTH PIER AT EAST EXTERIOR

FACE OF CURB

PHOTO 12

Description GENERAL VIEW OF SOUTHEAST WINGWALL; NOTE AREA OF SPALL ON SOUTH CORNER

Bridge Inspection Report

Pictures

PHOTO 13

Description BEARING AREA AT EAST SIDE OF SOUTH ABUTMENT; NOTE DIAGONAL CRACKING

PHOTO 14

Description UP TO 1" OFFSET OF SLAB AT SOUTHEAST CORNER OVER SOUTH ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 15

Description SOUTH ABUTMENT WEST SIDE; NOTE DELAMINIATION IN PREVIOUSLY PATCHED AREA

PHOTO 16

Description GENERAL VIEW OF SOUTH ABUTMENT; NOTE FILTERS IN PLACE AT WEEP HOLES

Bridge Inspection Report

Pictures

PHOTO 17

Description LONGITUDINAL CRACK WITH EFFLORESCENCE ON SLAB UNDERSIDE AT EAST SIDE OF

SOUTH SPAN

PHOTO 18

Description GENERAL VIEW OF SOUTH PIER; SOUTH FACE SHOWN

Bridge Inspection Report

Pictures

PHOTO 19

Description GENERAL VIEW OF SOUTH PIER; NORTH FACE SHOWN

PHOTO 20

Description UNDERSIDE VIEW OF CENTER SPAN LOOKING SOUTH

Bridge Inspection Report

Pictures

PHOTO 21

Description LONGITUDINAL CRACK WITH EFFLORESCENCE ALONG WEST SIDE OF SLAB UNDERSIDE

ON CENTER SPAN

PHOTO 22

Description LONGITUDINAL CRACK WITH EFFLORESCENCE ALONG EAST SIDE OF SLAB UNDERSIDE

ON CENTER SPAN

Bridge Inspection Report

Pictures

PHOTO 23

Description GENERAL VIEW OF NORTH PIER; SOUTH FACE SHOWN

PHOTO 24

Description LONGITUDINAL CRACKS WITH EFFLORESCENCE AT EAST SIDE OF SLAB UNDERSIDE ON

NORTH SPAN NEAR NORTH PIER

Bridge Inspection Report

Pictures

PHOTO 25

Description UNDERSIDE VIEW OF NORTH SPAN LOOKING NORTH

PHOTO 26

Description GENERAL VIEW OF NORTH ABUTMENT; NOTE EROSION TRENCHES

Bridge Inspection Report

Pictures

PHOTO 27

Description GENERAL VIEW OF NORTHWEST WINGWALL

PHOTO 28

Description LOOKING UPSTREAM

Bridge Inspection Report

Pictures

PHOTO 29

Description LOOKING DOWNSTREAM