NC NP BLRI 2A16_BIP_Report_5140-080P.pdf
PDF 2 MB Posted
- Attached to
- Blue Ridge Parkway Federal contract opportunity
- Solicitation number
- 693C73-23-B-000013
About this file
This bridge inspection report details the condition of Structure No. 5140-080P, known as the Big Pine Creek Bridge #6 located on the Blue Ridge Parkway. The 59.5-foot long concrete slab bridge carries the parkway over Big Pine Creek and connects Alleghany and Ashe Counties in North Carolina. Inspections are conducted every 24 months by the National Park Service, with the last inspection occurring on June 24, 2021. Deficiencies were identified including cracking and efflorescence of the concrete deck and superstructure, deterioration of railings and abutments, and scour around piers and abutments. The report recommends replacement of the bridge with an estimated construction cost. The related federal contract opportunity is a solicitation for bridge work on the Blue Ridge Parkway issued by the Federal Highway Administration. No other details are provided on required products or services.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Results of Bid Opening - NC NP BLRI 2A16.pdf | ||
| Amendment 0004 - Project NC NP BLRI 2A16.pdf | ||
| Amendment 0003 - Project NC NP BLRI 2A16.pdf | ||
| Amendment 0002 - Project NC NP BLRI 2A16.pdf | ||
| Amendment 0001 - Project NC NP BLRI 2A16.pdf | ||
| Report No. 17-03 - BLRI 2A16S.pdf | ||
| ADV_Bidders Qualifications Form.doc | DOC document | |
| Plans - NC NP BLRI 2A16.pdf | ||
| IFB Solicitation - NC NP BLRI 2A16.pdf | ||
| NC NP BLRI 2A16_BIP_Report_5140-077P.pdf | ||
| VETS-4212 Form.pdf | ||
| FP14_Eng.pdf | ||
| NC NP BLRI 2A16_Scour_Analysis_Report_Amended.pdf | ||
| NC NP BLRI 2A16_BIP_Report_5140-081P.pdf |
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Text version
BRIDGE INSPECTION REPORT
BIG PINE CREEK BRIDGE #6
BLUE RIDGE PARKWAY OVER BIG PINE CREEK
BLUE RIDGE PARKWAY
LOOKING SOUTH
STRUCTURE NO. 5140-080P
INSPECTION TYPE: ROUTINE
INSPECTION DATE: 6/24/2021
WEST (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
RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5140-080P
BIG PINE CREEK BRIDGE #6 INSPECTION DATE : 06/24/2021
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.
B
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
58,59,60 REPLACE BRIDGE.
1 LS
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 : Bridge is scheduled for replacement in the near future under Project BLRI 2A16.
STRUCTURE LOAD RATING STRUCTURE NO. 5140-080P
BIG PINE CREEK BRIDGE #6 INSPECTION DATE: 06/23/2021
TRUCK TYPE
INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)
TONS METRIC TONS TONS METRIC TONS
H 21 19 35 32
HS 27 24 45 41
TYPE 3 28 25 47 43
TYPE 3S2 28 25 47 43
TYPE 3-3 38 34 64 58
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: 01/01/2015
LOAD RATING CONTROLLED BY: MOMENT
REMARKS: RATING IS BASED ON DESIGN LOAD OF STRUCTURE.
SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-080P
STRUCTURE IDENTIFICATION
(201) PARK: BLUE RIDGE PARKWAY
(202) STRUCTURE NAME:..............BIG PINE CREEK BRIDGE #6
(203) STRUCTURE KIND:............... 1 - BRIDGE
(204) STRUCTURE NUMBER:.........5140-080 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:.................BLUFFS
(211) PROJECT NO(S):................... 2A2
(212) DRAWING NUMBERS:...........NONE
(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:
374 - NORTH CAROLINA
37005 ALLEGHANY
00000
1 6 1 00001 0
BIG PINE CREEK
BLUE RIDGE PARKWAY
5140080P0000000
0 3 MILES FROM NC ROUTE 1463
99.99 FT ( 99.99 M)
224.7 (KM PT: 68.49)
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:..............002 (46) NO OF APPROACH SPANS:
(48) MAX. SPAN LENGTH:..............29.8 FT ( 9.1 M)
(49) STRUCTURE LENGTH:........... 59.5 FT ( 18.1 M) (108) WEAR SURFACE/PROTECT SYSTEM:
(216A) ABUTMENT #1 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L A) TYPE WEARING SURFACE:.. 6 - BITUMINOUS
(216B) ABUTMENT #2 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L B) TYPE MEMBRANE:................. 0 - NONE
(217A) PREDOM. PIER FDN:.......... 2 - SPREAD FTG ON BEARING MAT'L C) TYPE PROTECTION:.............. 0 - NONE
(217B) SECOND. PIER FDN:.......... 6 - N/A (218) IS SALT USED?.......................... YES
(107) DECK TYPE:.......................... 1 - CONCRETE CAST-IN-PLACE
LOAD RATING AND POSTING
(31) DESIGN LOAD:.........................2 - H 15 (41) LOAD RESTRICTION:.................. A - OPEN
(66) INVENTORY RATING:..............24.8 TONS ( 22.5 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL
LOADS
(64) OPERATING RATING:..............41.3 TONS ( 37.5 METRIC TONS)
INSPECTION DATES
(90) INSPECTION DATE: 06/24/2021 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):
(219) ADD. STUDIES NEEDED: Y - 1 - DECK SURVEY (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. 5140-080P
GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA
(16) LATITUDE:................................ 36° 29'14.70" (51) CURB TO CURB WIDTH:............ 32.3 FT ( 9.8 M)
(17) LONGITUDE:............................ 80°58 '29.10" (52) DECK WIDTH:.......................... 34.8 FT ( 10.6 M)
(19) DETOUR LENGTH:.................. 25 MI ( 40 KM) (32) APPR. ROADWAY WIDTH:...... 30.0 FT ( 9.1 M)
(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 20.0 FT ( 6.1 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:..............1347 (34) SKEW ANGLE:......................... 0 °
(30) YEAR OF ADT:......................... 2013 (35) STRUCTURE FLARED:............ 0 - NO FLARE
(114) FUTURE ADT:.........................1482 (47) TOTAL HORIZ. CLEARANCE:.. 32.3 FT ( 9.8 M)
(115) YEAR OF FUTURE ADT:........2033 (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:........................... 7 - T MBER
LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 1 - CONTINUOUS RAIL
(55) RIGHT:...............................00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... 1 50 FT ( 0.46 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:....................................... 4 (67) STRUCTURAL EVALUATION:
(59) SUPERSTRUCTURE:...............4 (68) DECK GEOMETRY:
(60) SUBSTRUCTURE:.......... 6 (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: 3 - CONSTRUCTION
(36) TRAFFIC SAFETY FEAT: 0 0 0 N (226) PRIORITY OF IMPROVEMENT: B - MAJOR
(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:
1983-JOINT REPAIR.
(231) ADDITIONAL CONSIDERATIONS:
(330) ADDITIONAL CONFIGURATION INFORMATION:
Inspector: Reinaldo Silvestry Structure Number: 5140080P0000000
Inspection Date: 06/24/2021 Facility Carried: BLUE RIDGE PARKWAY
Bridge Inspection Report
Pictures
PHOTO 3
Description LOOKING NORTH TOWARD CUMBERLAND KNOB
PHOTO 4
Description EAST (DOWNSTREAM) SIDE
Bridge Inspection Report
Pictures
PHOTO 5
Description GENERAL TOPSIDE VIEW LOOKING SOUTH
PHOTO 6
Description BENT TIMBER RAILING DUE TO IMPACT FROM FALLEN TREE, NORTHWEST APPROACH
RAILING SHOWN
Bridge Inspection Report
Pictures
PHOTO 7
Description DETERIORATION OF EAST RAILPOST NEAR NORTH ABUTMENT, EAST RAILING SHOWN
PHOTO 8
Description DEBRIS FROM FALLEN TREES BEHIND NORTHEAST APPROACH RAILING
Bridge Inspection Report
Pictures
PHOTO 9
Description EROSION HOLE ADJACENT TO STRUCTURE AT SOUTHWEST SIDE
PHOTO 10
Description SOUTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 11
Description EXPOSED FOOTING AT WEST END OF SOUTH ABUTMENT
PHOTO 12
Description UNDERSIDE VIEW OF SOUTH SPAN LOOKING WEST
Bridge Inspection Report
Pictures
PHOTO 13
Description LONGITUDINAL CRACKING WITH EFFLORESCENCE ALONG CENTERLINE OF SLAB
UNDERSIDE IN SOUTH SPAN
PHOTO 14
Description CRACKING WITH EFFLORESCENCE ON SLAB UNDERSIDE ALONG WEST SIDE OF SOUTH
SPAN
Bridge Inspection Report
Pictures
PHOTO 15
Description LONGITUDINAL CRACKS WITH EFFLORESCENCE AT EAST SIDE OF SLAB IN SOUTH SPAN
PHOTO 16
Description WEST FACE OF SOUTH SPAN; NOTE SPALLING, DELAMINATION, AND CRACKING WITH
EFFLORESCENCE
Bridge Inspection Report
Pictures
PHOTO 17
Description EAST FACE OF SOUTH SPAN; NOTE SPALLING, DELAMINATION, AND CRACKING WITH
EFFLORESCENCE THROUGHOUT
PHOTO 18
Description GENERAL VIEW OF SOUTH FACE OF PIER
Bridge Inspection Report
Pictures
PHOTO 19
Description WEST FACE OVER PIER; NOTE CRACKING WITH EFFLORESCENCE, SPALLING, AND
DELAMINATION OF CONCRETE
PHOTO 20
Description EAST FACE OF NORTH SPAN; NOTE DETERIORATION, SPALLING, AND EXPOSED REBAR
Bridge Inspection Report
Pictures
PHOTO 21
Description UNDERSIDE VIEW OF NORTH SPAN; NOTE LONGITUDINAL CRACKING WITH
EFFLORESCENCE
PHOTO 22
Description EFFLORESCENCE ALONG LONGITUDINAL CONSTRUCTION JOINT ON SLAB UNDERSIDE
OF NORTH SPAN
Bridge Inspection Report
Pictures
PHOTO 23
Description LONGITUDINAL CRACKING WITH EFFLORESCENCE ON SLAB UNDERSIDE ALONG WEST
SIDE OF NORTH SPAN
PHOTO 24
Description LONGITUDINAL CRACKING WITH EFFLORESCENCE ON SLAB UNDERSIDE ALONG EAST
SIDE OF NORTH SPAN
Bridge Inspection Report
Pictures
PHOTO 25
Description NORTH ABUTMENT
PHOTO 26
Description LOOKING UPSTREAM
Bridge Inspection Report
Pictures
PHOTO 27
Description LOOKING DOWNSTREAM
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