5570-095P-2022.pdf
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- Solicitation number
- 693C73-24-R-000004
About this file
This bridge inspection report details the condition of a county road bridge within Natchez Trace Parkway. The bridge is a 35.4 foot single span concrete structure carrying the Natchez Trace Parkway over a county road. Inspection findings include settlement cracking, wearing surface defects, and rail and drainage issues. Recommended maintenance includes installing object markers and debris removal. Rehabilitation needs include joint repairs and approach work. The estimated costs are provided. Photos document the current conditions.
The related federal contract opportunity is a pre-solicitation for drainage improvements along the Natchez Trace Parkway as part of the parkway's asset management program. The solicitation number and project information are provided but additional opportunity details are pending release of the full solicitation.
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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
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