5570-110P.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 Black Creek Bridge on the Natchez Trace Parkway. The report provides a detailed assessment of the bridge's condition, including identifying several deficiencies that require rehabilitation or reconstruction work. Key findings include:
The bridge is generally in good condition, with a "D" priority of improvement rating. Recommended maintenance actions include periodically removing debris from the deck. Rehabilitation/reconstruction work needed within 5 years includes sealing deck cracks, cleaning and coating exposed rebar, sealing wearing surface cracks, and placing engineered riprap to address scour at one of the piers. The report includes detailed cost estimates for the recommended work, with a total preliminary estimate of $XXX,XXX. The bridge's load rating capacity meets or exceeds the design load. The report also includes numerous photographs documenting the bridge's condition.
This report supports the federal contract opportunity for geotechnical, pavement rehabilitation, and structural repairs on the Natchez Trace Parkway in Mississippi, with a solicitation number of 693C73-25-B-000003. The opportunity is being issued by the Department of Transportation Federal Highway Administration.
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Text version
BRIDGE INSPECTION REPORT
BLACK CREEK BRIDGE
NATCHEZ TRACE PARKWAY OVER BLACK CREEK
NATCHEZ TRACE PARKWAY
LS
STRUCTURE NO. 5570-110P
INSPECTION TYPE: ROUTINE
INSPECTION DATE: 3/12/2022
WU
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: 170.78
KILOMETER POINT: 52.05
RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5570-110P
BLACK CREEK BRIDGE INSPECTION DATE : 03/12/2022
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 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.
Item No.
Maintenance Recommendations
(GENERALLY NOT FLHP ELIGIBLE)
QTY. UNIT UNIT
COST
PRELIM.
COST
ESTIMATE
58.7
PERIODICALLY REMOVE DEBRIS FROM DECK.
PRELIM. MAINTENANCE TOTAL :
Item No.
REHABILITATION/RECONSTRUCTION
(TYPICALLY NEEDED WITHIN 5 YEARS)
QTY. UNIT
UNIT
COST
PRELIM. COST ESTIMATES
REHAB RECONSTR
58.2,58.3 SEAL CRACKS DUE TO ADHESION FAILURE OF
JOINTS AT DECK ENDS WITH APPROVED
SEALANT.
58.1,59.3 CLEAN AND COAT EXPOSED REBAR IN SPAN #4
WITH APPROVED PROTECTIVE SEALANT.
58.3 SEAL CRACKS ON WEARING SURFACE AT
APPROACHES AND OVER STRUCTURE.
60.17 PLACE ENGINEERED RIPRAP AT UPSTREAM
END OF PIER #3 TO PREVENT FURTHER
EROSION AND SCOUR.
CONTRACT COSTS FOR MOBILIZATION,
TRAFFIC CONTROL, AND CONTINGENCIES.
PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :
RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5570-110P
BLACK CREEK BRIDGE INSPECTION DATE : 03/12/2022
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 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.
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 the recommended actions will be combined with similar work being performed on other structures.
STRUCTURE LOAD RATING STRUCTURE NO. 5570-110P
BLACK CREEK BRIDGE INSPECTION DATE: 03/11/2022
TRUCK TYPE
INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)
TONS METRIC TONS TONS METRIC TONS
H 19 17 32 29
HS 30 27 50 45
TYPE 3 26 24 43 39
TYPE 3S2 43 39 73 66
TYPE 3-3 55 50 92 83
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: 08/28/2015
LOAD RATING CONTROLLED BY: BOTTOM SLAB
REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5570-110P
BLACK CREEK BR DGE INSPECTION DATE: 03/11/2022
STRUCTURE IDENTIFICATION
(201) PARK: NATCHEZ TRACE PARKWAY
(202) STRUCTURE NAME:..............BLACK CREEK BRIDGE
(203) STRUCTURE KIND:............... 1 - BRIDGE
(204) STRUCTURE NUMBER:.........5570-110 P
4 - SOUTHEAST(205) NPS REGION:
(206) ROUTE CODE NUMBER:
(207) ROAD SECTION NO:............. 110P
(208) NPS ROAD CLASS:............... 1 - PRINCIPAL PARK ROAD
(209) WITHIN NPS BNDRY?:.......... Yes
(210) OPERATING UNIT:.................KOSCIUSKO
(211) PROJECT NO(S):................... 3K2
(212) DRAWING NUMBERS:...........2044B
(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
28007 ATTALA
00000
1 6 1 00001 0
BLACK CREEK
NATCHEZ TRACE PARKWAY
5570110P0000000
5.1 MILES NORTH OF MS ROUTE 12
99.99 FT ( 99.99 M)
170.7 (KM PT: 52.05)
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:..............006 (46) NO OF APPROACH SPANS:
(48) MAX. SPAN LENGTH:..............36 FT ( 11 M)
(49) STRUCTURE LENGTH:........... 200. FT ( 61 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:..............30 TONS ( 27.2 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL
LOADS
(64) OPERATING RATING:..............50 TONS ( 45.4 METRIC TONS)
INSPECTION DATES
(90) INSPECTION DATE: 03/12/2022 (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: 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. 5570-110P
BLACK CREEK BR DGE INSPECTION DATE: 03/11/2022
GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA
(16) LATITUDE:................................ 33° 09'41.60" (51) CURB TO CURB WIDTH:............ 30.0 FT ( 9.1 M)
(17) LONGITUDE:............................ 89°28 '04 20" (52) DECK WIDTH:.......................... 34.2 FT ( 10.4 M)
(19) DETOUR LENGTH:.................. 24 MI ( 39 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:..............1140 (34) SKEW ANGLE:......................... 0 °
(30) YEAR OF ADT:......................... 2012 (35) STRUCTURE FLARED:............ 0 - NO FLARE
(114) FUTURE ADT:.........................1254 (47) TOTAL HORIZ. CLEARANCE:.. 30 FT ( 9.1 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
3 - PARAPET ONLY(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:....................................... 7 (67) STRUCTURAL EVALUATION:
(59) SUPERSTRUCTURE:...............7 (68) DECK GEOMETRY:
(60) SUBSTRUCTURE:.......... 6 (69) UNDERCLEARANCES:................ N
(61) CHANNEL:................................7 (71) WATERWAY ADEQUACY:
(62) CULVERT:.................................N (72) APPROACH ALIGNMENT:
(222) APPROACHES:...................... 8 (113) SCOUR CRITICAL:.................... 5 - SCOUR WITHIN LIMITS OF
FOOTING OR PILES
(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.
(231) ADDITIONAL CONSIDERATIONS:
(330) ADDITIONAL CONFIGURATION INFORMATION:
Inspector: Killian Baptiste Structure Number: 5570110P0000000
Inspection Date: 03/12/2022 Facility Carried: NATCHEZ TRACE PAR
Bridge Inspection Report
Pictures
PHOTO 3
Description LOOKING NORTH TOWARD TUPELO (PHOTO FROM 2020 REPORT)
PHOTO 4
Description EAST (DOWNSTREAM) SIDE
Bridge Inspection Report
Pictures
PHOTO 5
Description GENERAL TOPSIDE VIEW LOOKING NORTH
PHOTO 6
Description TYPICAL DEBRIS ACCUMULATION ALONG CURBLINES, WEST CURBLINE SHOWN
Bridge Inspection Report
Pictures
PHOTO 7
Description GENERAL UNDERSIDE VIEW OF SPAN #1 LOOKING SOUTH
PHOTO 8
Description GENERAL UNDERSIDE VIEW OF SPAN #2 LOOKING SOUTH
Bridge Inspection Report
Pictures
PHOTO 9
Description GENERAL UNDERSIDE VIEW OF SPAN #3 LOOKING SOUTH
PHOTO 10
Description GENERAL UNDERSIDE VIEW OF SPAN #4 LOOKING SOUTH
Bridge Inspection Report
Pictures
PHOTO 11
Description GENERAL UNDERSIDE VIEW OF SPAN #5 LOOKING SOUTH
PHOTO 12
Description GENERAL UNDERSIDE VIEW OF SPAN #6 LOOKING NORTH
Bridge Inspection Report
Pictures
PHOTO 13
Description TYPICAL MISSING FILLER MATERIAL IN RAIL EXPANSION JOINTS, EAST RAILING OVER
NORTH ABUTMENT SHOWN
PHOTO 14
Description TYPICAL SETTLEMENT CRACKING IN SHOULDERS OVER ABUTMENTS, EAST SHOULDER
OVER NORTH ABUTMENT SHOWN
Bridge Inspection Report
Pictures
PHOTO 15
Description TYPICAL LONGITUDINAL CRACKING OF WEARING SURFACE, NORTHBOUND LANE AT
MIDSPAN SHOWN
PHOTO 16
Description TYPICAL ADHESION FAILURE OF SAWCUT JOINT MATERIAL, NORTH JOINT SHOWN; NOTE
FULL WIDTH TRANSVERSE CRACK
Bridge Inspection Report
Pictures
PHOTO 17
Description TYPICAL TRANSVERSE CRACKING OF RAILING, SOUTH END OF WEST RAILING SHOWN
PHOTO 18
Description TYPICAL MOSS GROWTH ON RAILINGS, WEST RAILING SHOWN
Bridge Inspection Report
Pictures
PHOTO 19
Description TYPICAL MOSS GROWTH ALONG FASCIAS, WEST FASCIA SHOWN
PHOTO 20
Description GENERAL VIEW OF NORTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 21
Description SPALL WITH EXPOSED REBAR AT CENTER OF NORTH ABUTMENT
PHOTO 22
Description LONGITUDINAL CRACK WITH EFFLORESCENCE IN SPAN #1
Bridge Inspection Report
Pictures
PHOTO 23
Description TYPICAL HONEYCOMBING OF OVERHANGS, EAST OVERHANG NEAR NORTH ABUTMENT
SHOWN
PHOTO 24
Description HORIZONTAL CRACK ON PIER #1, NORTH FACE SHOWN
Bridge Inspection Report
Pictures
PHOTO 25
Description TYPICAL SCALING AND HONEYCOMBING OF FASCIA BEAMS, EAST FASCIA OVER SPAN #2
SHOWN
PHOTO 26
Description TYPICAL VERTICAL CRACKS IN BEAMS, CENTER OF EAST FASCIA OVER SPAN #2 SHOWN
Bridge Inspection Report
Pictures
PHOTO 27
Description GENERAL VIEW OF SOUTH FACE OF PIER #2
PHOTO 28
Description TYPICAL VERTICAL CRACKS IN PIERS, NORTH FACE OF PIER #2 SHOWN
Bridge Inspection Report
Pictures
PHOTO 29
Description TYPICAL EROSION AND SCOUR AROUND PIERS, WEST END OF PIER #2 SHOWN
PHOTO 30
Description GENERAL VIEW OF NORTH FACE OF PIER #3
Bridge Inspection Report
Pictures
PHOTO 31
Description EROSION AND SCOUR ON WEST END OF PIER #3; NOTE FOOTING EXPOSED UP TO 1"
AND SCALING
PHOTO 32
Description LONGITUDINAL CRACK ALONG CENTERLINE OF SPAN #3
Bridge Inspection Report
Pictures
PHOTO 33
Description LONGITUDINAL CRACK ALONG CENTERLINE OF SPAN #4; NOTE SPALL WITH EXPOSED
REBAR
PHOTO 34
Description GENERAL VIEW OF SOUTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 35
Description WATER LEAKAGE AND STAINING ALONG SOUTH ABUTMENT
PHOTO 36
Description LOOKING UPSTREAM FROM DECK
Bridge Inspection Report
Pictures
PHOTO 37
Description LOOKING DOWNSTREAM FROM DECK
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