5570-105P.pdf
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- Attached to
- MS NP NATR 3N18 3H27 ETC - Geotechnical, Pavement Rehabilitation, and Structural Repairs
- Solicitation number
- 693C73-25-B-000003
About this file
This document is a Bridge Inspection Report for the McCurtain's Creek Bridge on the Natchez Trace Parkway. The report provides a detailed inspection and assessment of the bridge structure, including its condition, load ratings, recommended maintenance and rehabilitation actions, and estimated costs.
Key details include:
- The bridge is a 3-span concrete slab structure, built in 1950, carrying the Natchez Trace Parkway over McCurtain's Creek.
- The overall condition of the bridge is generally good, with some moderate deficiencies noted, such as cracking, spalling, and scour issues.
- The bridge has a current Inventory Rating of 33 tons and an Operating Rating of 56 tons, meeting the design load of 2-H15.
- Recommended actions include repairs to address scour and erosion at the channel, abutments, and piers, with a preliminary estimated rehabilitation cost of $XXX.
- The bridge is scheduled for routine inspections every 48 months, with the last inspection completed on 3/10/2022.
This report provides the detailed engineering assessment and cost estimates to support any future maintenance or rehabilitation work on this bridge structure.
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Text version
BRIDGE INSPECTION REPORT
MCCURTAIN'S CREEK BRIDGE
NATCHEZ TRACE PARKWAY OVER MCCURTAIN'S CREEK
NATCHEZ TRACE PARKWAY
LS
STRUCTURE NO. 5570-105P
INSPECTION TYPE: ROUTINE
INSPECTION DATE: 3/10/2022
WD
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: 186.98
KILOMETER POINT: 56.99
RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5570-105P
McCURTAIN'S CREEK BRIDGE INSPECTION DATE : 03/10/2022
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
PRELIM. MAINTENANCE TOTAL :
Item No.
REHABILITATION/RECONSTRUCTION
(TYPICALLY NEEDED WITHIN 5 YEARS)
QTY. UNIT
UNIT
COST
PRELIM. COST ESTIMATES
REHAB RECONSTR
60.9,60.
REPAIR SCOUR AND STABILIZE EROSION AT
CHANNEL, ABUTMENTS AND SOUTH PIER IN
SOUTH SPAN WITH ENGINEERED RIPRAP.
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. 5570-105P
McCURTAIN'S CREEK BRIDGE INSPECTION DATE: 03/09/2022
TRUCK TYPE
INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)
TONS METRIC TONS TONS METRIC TONS
H 22 20 37 34
HS 33 30 56 51
TYPE 3 29 26 49 44
TYPE 3S2 39 35 66 60
TYPE 3-3 50 45 83 75
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: 07/01/2015
LOAD RATING CONTROLLED BY: TOP SLAB
REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5570-105P
STRUCTURE IDENTIFICATION
(201) PARK: NATCHEZ TRACE PARKWAY
(202) STRUCTURE NAME:..............McCURTAIN'S CREEK BRIDGE
(203) STRUCTURE KIND:............... 1 - BRIDGE
(204) STRUCTURE NUMBER:.........5570-105 P
4 - SOUTHEAST(205) NPS REGION:
(206) ROUTE CODE NUMBER:
(207) ROAD SECTION NO:............. 105P
(208) NPS ROAD CLASS:............... 1 - PRINCIPAL PARK ROAD
(209) WITHIN NPS BNDRY?:.......... Yes
(210) OPERATING UNIT:.................KOSCIUSKO
(211) PROJECT NO(S):................... 3J4
(212) DRAWING NUMBERS:...........2291B
(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
McCURTAIN'S CREEK
NATCHEZ TRACE PARKWAY
5570105P0000000
8.4 MILES SOUTH OF MS ROUTE 9
99.99 FT ( 99.99 M)
186.9 (KM PT: 56.99)
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:..............40 FT ( 12.2 M)
(49) STRUCTURE LENGTH:........... 104. FT ( 31.7 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:..............33 TONS ( 29.9 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL
LOADS
(64) OPERATING RATING:..............56 TONS ( 50.8 METRIC TONS)
INSPECTION DATES
(90) INSPECTION DATE: 03/10/2022 (91) FREQ. OF INSP: 48 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):
(219) ADD. STUDIES NEEDED: N - 0 - NONE (A) FRACTURE CRITICAL:.......... N
(220) SPECIAL STUDY TYPE: 5 - SCOUR 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. 5570-105P
GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA
(16) LATITUDE:................................ 33° 21'28.10" (51) CURB TO CURB WIDTH:............ 28.0 FT ( 8.5 M)
(17) LONGITUDE:............................ 89°20 '08 90" (52) DECK WIDTH:.......................... 32.4 FT ( 9.9 M)
(19) DETOUR LENGTH:.................. 25 MI ( 40 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:..............1230 (34) SKEW ANGLE:......................... 0 °
(30) YEAR OF ADT:......................... 2012 (35) STRUCTURE FLARED:............ 0 - NO FLARE
(114) FUTURE ADT:.........................1353 (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 33 FT ( 0.71 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:....................................... 7 (67) STRUCTURAL EVALUATION:
(59) SUPERSTRUCTURE:...............7 (68) DECK GEOMETRY:
(60) SUBSTRUCTURE:.......... 7 (69) UNDERCLEARANCES:................ N
(61) CHANNEL:................................6 (71) WATERWAY ADEQUACY:
(62) CULVERT:.................................N (72) APPROACH ALIGNMENT:
(222) APPROACHES:...................... 7 (113) SCOUR CRITICAL:.................... 4 - ACTION IS REQUIRED TO
PROTECT EXPOSED FOUNDATIONS
(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:
2010 - ROADWAY RESURFACED
(231) ADDITIONAL CONSIDERATIONS:
(330) ADDITIONAL CONFIGURATION INFORMATION:
Inspector: Killian Baptiste Structure Number: 5570105P0000000
Inspection Date: 03/10/2022 Facility Carried: NATCHEZ TRACE PAR
Bridge Inspection Report
Pictures
PHOTO 3
Description LOOKING NORTH TOWARD TUPELO
PHOTO 4
Description EAST (UPSTREAM) SIDE
Bridge Inspection Report
Pictures
PHOTO 5
Description GENERAL TOPSIDE VIEW LOOKING SOUTH
PHOTO 6
Description GENERAL UNDERSIDE VIEW OF NORTH SPAN LOOKING NORTH
Bridge Inspection Report
Pictures
PHOTO 7
Description GENERAL UNDERSIDE VIEW OF CENTER SPAN LOOKING NORTH
PHOTO 8
Description TYPICAL MISSING JOINT FILLER MATERIAL IN RAIL EXPANSION JOINTS, WEST RAILING
OVER SOUTH ABUTMENT SHOWN
Bridge Inspection Report
Pictures
PHOTO 9
Description EDGE SPALLING OF WEST RAIL POST OVER SOUTH ABUTMENT
PHOTO 10
Description SPALL ON TOP OF EAST RAILING OVER SOUTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 11
Description TYPICAL VERTICAL AND TRANSVERSE CRACKING OF RAILINGS, SOUTH END OF WEST
RAILING SHOWN
PHOTO 12
Description TYPICAL VERTICAL AND TRANSVERSE CRACKING OF CURBS, WEST CURB NEAR
MIDSPAN SHOWN
Bridge Inspection Report
Pictures
PHOTO 13
Description SPALL ON WEST RAILING OVER NORTH ABUTMENT; NOTE DIAGONAL CRACK IN RAIL
POST
PHOTO 14
Description DIAGONAL CRACK IN RAIL POST OF EAST RAILING OVER NORTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 15
Description TYPICAL DEBRIS AND GRAVEL ACCUMULATION ALONG CURBLINES, WEST CURBLINE
SHOWN
PHOTO 16
Description TYPICAL DETERIORATION OF SHOULDER LANE STRIPING, WEST SHOULDER SHOWN
Bridge Inspection Report
Pictures
PHOTO 17
Description TYPICAL EDGE SPALLING AT DECK ENDS, SOUTHWEST END SHOWN
PHOTO 18
Description TYPICAL FULL LENGTH LONGITUDINAL CRACK WITH EFFLORESCENCE IN SOUTH SPAN
ALONG COLD JOINTS 6' FROM EDGES
Bridge Inspection Report
Pictures
PHOTO 19
Description TYPICAL FULL LENGTH LONGITUDINAL CRACK WITH EFFLORESCENCE IN NORTH SPAN
ALONG COLD JOINTS 6' FROM EDGES
PHOTO 20
Description GENERAL VIEW OF NORTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 21
Description GENERAL VIEW OF SOUTH FACE OF NORTH PIER
PHOTO 22
Description GENERAL VIEW OF NORTH FACE OF SOUTH PIER
Bridge Inspection Report
Pictures
PHOTO 23
Description STANDING WATER AT SCOUR HOLE UNDER SOUTH SPAN AT SOUTH PIER
PHOTO 24
Description TYPICAL VERTICAL CRACKS WITH EFFLORESCENCE AND MOWER SCRAPES IN
WINGWALLS
Bridge Inspection Report
Pictures
PHOTO 25
Description NORTHEAST DRAIN INLET; NOTE VEGETATION GROWTH
PHOTO 26
Description LOOKING UPSTREAM FROM DECK
Bridge Inspection Report
Pictures
PHOTO 27
Description LOOKING DOWNSTREAM FROM DECK
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