5570-095P.pdf

BRIDGE INSPECTION REPORT

COUNTY ROAD BRIDGE AT MP 197.80

NATCHEZ TRACE PARKWAY OVER COUNTY ROAD

NATCHEZ TRACE PARKWAY

LS

STRUCTURE NO. 5570-095P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 3/9/2022

WS

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

MILE POINT: 197.80

KILOMETER POINT: 60.29

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5570-095P

COUNTY ROAD BRIDGE AT MP 197.80 INSPECTION DATE : 03/09/2022

PRIORITY OF IMPROVEMENT226

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 hazard, 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.

D

Item No.

Maintenance Recommendations

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT UNIT

COST

PRELIM.

COST

ESTIMATE

222.7

INSTALL OBJECT MARKERS AT ABUTMENTS FOR

UNDERPASS ROADWAY.

58.5,58.7

PERIODICALLY REMOVE DEBRIS FROM INLET DRAINS

AND ALONG CURBLINES.

PRELIM. MAINTENANCE TOTAL :

Item No.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. UNIT

UNIT

COST

PRELIM. COST ESTIMATES

REHAB RECONSTR

58.2,60.8 REPLACE FILLER MATERIAL IN CURB

EXPANSION JOINTS AND IN VERTICAL JOINTS

BETWEEN ABUTMENT BREASTWALLS AND

WINGWALLS.

222.6 REPAIR SETTLEMENT AT APPROACHES.

CONTRACT COSTS FOR MOBILIZATION,

TRAFFIC CONTROL, AND CONTINGENCIES.

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :

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.

STRUCTURE LOAD RATING STRUCTURE NO. 5570-095P

COUNTY ROAD BRIDGE AT MP 197.80 INSPECTION DATE: 03/08/2022

TRUCK TYPE

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

TONS METRIC TONS TONS METRIC TONS

H 15 14 25 23

HS 26 24 44 40

TYPE 3 22 20 38 34

TYPE 3S2 34 31 57 52

TYPE 3-3 44 40 73 66

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: 05/16/2019

LOAD RATING CONTROLLED BY: POSITIVE MOMENT

REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS. EV3 OPERATING RATING IS BELOW 1.0.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5570-095P

STRUCTURE IDENTIFICATION

(201) PARK: NATCHEZ TRACE PARKWAY

(202) STRUCTURE NAME:..............COUNTY ROAD BRIDGE AT MP 197.80

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

(204) STRUCTURE NUMBER:.........5570-095 P

4 - SOUTHEAST(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:............. 095P

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

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

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

(211) PROJECT NO(S):................... 3H17

(212) DRAWING NUMBERS:...........3018A

(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

28019 CHOCTAW

00000

1 6 1 00001 0

COUNTY ROAD

NATCHEZ TRACE PARKWAY

5570095P0000000

6 3 MILES SOUTH OF U.S. ROUTE 82

99.99 FT ( 99.99 M)

197.8 (KM PT: 60.29)

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL:..........1 - CONCRETE (44A) APPR. STR. MATERIAL:............ 0 - Other

(43B) MAIN STR. TYPE:.................. 07 - FRAME (EXCEPT FRAME (44B) APPR. STR. TYPE:.................... 00 - OTHER

CULVERTS)

(45) NO. OF MAIN SPANS:..............001 (46) NO OF APPROACH SPANS:

(48) MAX. SPAN LENGTH:..............28 FT ( 8.5 M)

(49) STRUCTURE LENGTH:........... 35.4 FT ( 10.8 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:.......... 6 - N/A C) TYPE PROTECTION:.............. 0 - NONE

(217B) SECOND. PIER FDN:.......... 6 - N/A (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:..............26 TONS ( 23.6 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL

LOADS

(64) OPERATING RATING:..............44 TONS ( 39.9 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 03/09/2022 (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. 5570-095P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 33° 27'59 20" (51) CURB TO CURB WIDTH:............ 28.0 FT ( 8.5 M)

(17) LONGITUDE:............................ 89°12 '53 20" (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:......02 LEFT SHOULDER:............... 5 0 FT ( 1.5 M)

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

(42B) SERVICE UNDER:................. 1 - HIGHWAY, WITH OR W/OUT (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN

PEDESTRIAN

(29) AVG DAILY TRAFFIC:..............1075 (34) SKEW ANGLE:......................... 0 °

(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:.........N - NOT APPLICABLE, NO WATERWAY RIGHT:.................................. 0 0 FT ( 0 M)

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

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

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

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

(55) RIGHT:..............................6.00 FT ( 1.83 M) (215) BRIDGE RAIL HEIGHT:.......... 2 50 FT ( 0.76 M)

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

(54) MIN. VRT. UNDRCLRANCE:... 15.58 FT ( 4.75 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK:....................................... 7 (67) STRUCTURAL EVALUATION:

(59) SUPERSTRUCTURE:...............7 (68) DECK GEOMETRY:

(60) SUBSTRUCTURE:.......... 7 (69) UNDERCLEARANCES:

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

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

(222) APPROACHES:...................... 6 (113) SCOUR CRITICAL:.................... N - NOT OVER WATERWAY

(223) RETAINING WALL:.................N (225) PURPOSE 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:

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

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

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

1982-JOINT REPAIR. 2007, 2013-STRUCTURE AND APPROACHES REPAVED; PAVEMENT SAWCUT AND SEALED OVER FRAME ENDS.

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

Inspector: Killian Baptiste Structure Number: 5570095P0000000

Inspection Date: 03/09/2022 Facility Carried: NATCHEZ TRACE PAR

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING NORTH TOWARD TUPELO

PHOTO 4

Description EAST SIDE; NOTE NO OBJECT MARKERS FOR UNDERPASS ROADWAY

Bridge Inspection Report

Pictures

PHOTO 5

Description GENERAL TOPSIDE VIEW LOOKING SOUTH

PHOTO 6

Description GENERAL UNDERSIDE VIEW OF DECK LOOKING NORTH

Bridge Inspection Report

Pictures

PHOTO 7

Description TYPICAL SETTLEMENT CRACKING OVER ABUTMENTS, EAST SHOULDER OVER NORTH

ABUTMENT SHOWN

PHOTO 8

Description TRANSVERSE CRACK IN WEARING SURFACE ADJACENT TO SOUTH EXPANSION JOINT

Bridge Inspection Report

Pictures

PHOTO 9

Description TYPICAL DETERIORATION OF RAILING EXPANSION JOINT MATERIAL, EAST RAILING OVER

NORTH ABUTMENT SHOWN

PHOTO 10

Description SPALL IN WEST RAILING NEAR MIDSPAN

Bridge Inspection Report

Pictures

PHOTO 11

Description DIAGONAL CRACK IN WEST RAIL POST OVER SOUTH ABUTMENT

PHOTO 12

Description SPALL ON NORTH END OF WEST RAILING

Bridge Inspection Report

Pictures

PHOTO 13

Description TYPICAL DEBRIS ACCUMULATION ALONG CURBLINES, WEST CURBLINE SHOWN

PHOTO 14

Description TYPICAL DEBRIS ACCUMULATION AT DRAIN INLETS, SOUTHWEST DRAIN INLET SHOWN

Bridge Inspection Report

Pictures

PHOTO 15

Description GENERAL VIEW OF SOUTH ABUTMENT

PHOTO 16

Description GENERAL VIEW OF NORTH ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 17

Description TYPICAL CRACKING ON COLD JOINTS, SOUTHEAST WINGWALL SHOWN

PHOTO 18

Description TYPICAL CRACKING AT ABUTMENT AND DECK INTERFACE, SOUTHWEST INTERFACE

SHOWN