NC NP BLRI 2A16_BIP_Report_5140-077P.pdf
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- 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 the Big Pine Creek Bridge #3 located on the Blue Ridge Parkway over Big Pine Creek in North Carolina. The three-span concrete slab bridge was constructed in 1938 and is in overall fair condition. Notable defects include full-width transverse cracks in the wearing surface at both approaches, collision damage to railings, efflorescence and cracking of abutments and piers, and localized scour at the north pier. The structure is scheduled for replacement under Project BLRI 2A16. Based on the findings of this routine inspection, the bridge receives a Priority of Improvement rating of B (Major), indicating it is seriously deficient and requires substantial repairs to prevent safety issues, though it can remain open at reduced loads with frequent monitoring.
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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 | ||
| 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 | ||
| NC NP BLRI 2A16_BIP_Report_5140-080P.pdf |
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Text version
BRIDGE INSPECTION REPORT
BIG PINE CREEK BRIDGE #3
BLUE RIDGE PARKWAY OVER BIG PINE CREEK
BLUE RIDGE PARKWAY
LOOKING NORTH
STRUCTURE NO. 5140-077P
INSPECTION TYPE: ROUTINE
INSPECTION DATE: 6/24/2021
WEST (DOWNSTREAM) 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
STRUCTURE SUMMARY STRUCTURE NO. 5140-077P
BIG PINE CREEK BRIDGE #3 INSPECTION DATE: 06/24/2021
barriers. This bridge is scheduled for replacement in the near future under Project BLRI 2A16.
RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 5140-077P
BIG PINE CREEK BRIDGE #3 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 STRUCTURE.
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. 5140-077P
BIG PINE CREEK BRIDGE #3 INSPECTION DATE: 06/23/2021
TRUCK TYPE
INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)
TONS METRIC TONS TONS METRIC TONS
H 15 14 26 24
HS 21 19 36 33
TYPE 3 20 18 34 31
TYPE 3S2 25 23 42 38
TYPE 3-3 35 32 58 53
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: 01/08/2015
LOAD RATING CONTROLLED BY:
REMARKS: RATING IS BASED ON DESIGN LOAD OF STRUCTURE.
SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5140-077P
STRUCTURE IDENTIFICATION
(201) PARK: BLUE RIDGE PARKWAY
(202) STRUCTURE NAME:..............BIG PINE CREEK BRIDGE #3
(203) STRUCTURE KIND:............... 1 - BRIDGE
(204) STRUCTURE NUMBER:.........5140-077 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
5140077P0000000
1 3 MILES FROM NC ROUTE 1463
99.99 FT ( 99.99 M)
223.7 (KM PT: 68.21)
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:..............26.5 FT ( 8.1 M)
(49) STRUCTURE LENGTH:........... 69.8 FT ( 21.3 M) (108) WEAR SURFACE/PROTECT SYSTEM:
(216A) ABUTMENT #1 FDN:........... A) TYPE WEARING SURFACE:.. 6 - BITUMINOUS
(216B) ABUTMENT #2 FDN:........... 0 - UNKNOWN B) TYPE MEMBRANE:................. 0 - NONE
(217A) PREDOM. PIER FDN:.......... 0 - UNKNOWN C) TYPE PROTECTION:.............. 0 - NONE
(217B) SECOND. PIER FDN:.......... 0 - UNKNOWN (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:..............25.2 TONS ( 22.9 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL
LOADS
(64) OPERATING RATING:..............42.1 TONS ( 38.2 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. 5140-077P
GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA
(16) LATITUDE:................................ 36° 29'49 02" (51) CURB TO CURB WIDTH:............ 33.3 FT ( 10.1 M)
(17) LONGITUDE:............................ 80°57 '52 32" (52) DECK WIDTH:.......................... 36.7 FT ( 11.2 M)
(19) DETOUR LENGTH:.................. 25 MI ( 40 KM) (32) APPR. ROADWAY WIDTH:...... 29.0 FT ( 8.8 M)
(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 21.0 FT ( 6.4 M)
(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 4 0 FT ( 1.2 M)
(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 4 0 FT ( 1.2 M)
(42B) SERVICE UNDER:................. 5 - WATERWAY (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN
(29) AVG DAILY TRAFFIC:..............1347 (34) SKEW ANGLE:......................... 22 °
(30) YEAR OF ADT:......................... 2013 (35) STRUCTURE FLARED:............ 0 - NO FLARE
(114) FUTURE ADT:.........................1482 (47) TOTAL HORIZ. CLEARANCE:.. 33.3 FT ( 10.1 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:..................... 3 - SIMPLE RAIL (JOINTS AT EACH
POST)
(55) RIGHT:...............................00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... 1 58 FT ( 0.48 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:...................... 6 (113) SCOUR CRITICAL:.................... 5 - SCOUR WITHIN LIMITS OF
FOOTING OR PILES
(223) RETAINING WALL:.................N (225) PURPOSE OF IMPROVEMENT: 3 - CONSTRUCTION
(36) TRAFFIC SAFETY FEAT: 0 0 0 0 (226) PRIORITY OF IMPROVEMENT: B - MAJOR
(75A) TYPE OF WORK:................... 38 - OTHER STRUCTURAL WORK (227) MAINTENANCE COST:
(75B) WORK DONE BY:.................. 1 - WORK TO BE DONE BY CONTRACT (228) REHAB / RECNSTR COST:
(76) IMPROVEMENT LENGTH:....... FT ( 0 M) (229) CONSTRUCTION COST:
ADDITIONAL INFORMATION
(230) STRUCTURE HISTORY:
1982-WEARING SURFACE PLACED.
(231) ADDITIONAL CONSIDERATIONS:
(330) ADDITIONAL CONFIGURATION INFORMATION:
Inspector: Reinaldo Silvestry Structure Number: 5140077P0000000
Inspection Date: 06/24/2021 Facility Carried: BLUE RIDGE PARKWAY
Bridge Inspection Report
Pictures
PHOTO 3
Description LOOKING SOUTH TOWARD BLOWING ROCK
PHOTO 4
Description GENERAL TOPSIDE VIEW LOOKING SOUTH
Bridge Inspection Report
Pictures
PHOTO 5
Description FULL WIDTH TRANSVERSE CRACK OF WEARING SURFACE AT NORTH APPROACH
PHOTO 6
Description FULL WIDTH TRANSVERSE CRACK OF WEARING SURFACE AT SOUTH APPROACH
Bridge Inspection Report
Pictures
PHOTO 7
Description NORTHWEST APPROACH RAILING; NOTE IMPACT DAMAGE TO RAILING
PHOTO 8
Description VEGETATION GROWTH ALONG EAST RAILING
Bridge Inspection Report
Pictures
PHOTO 9
Description SOUTHEAST APPROACH RAILING; NOTE COLLISION DAMAGE
PHOTO 10
Description EAST RAILING; NOTE BENT RAILING DUE TO COLLISION DAMAGE
Bridge Inspection Report
Pictures
PHOTO 11
Description SOUTH ABUTMENT; NOTE EFFLORESCENCE FROM MORTAR JOINTS
PHOTO 12
Description UNDERSIDE VIEW OF SOUTH SPAN LOOKING EAST
Bridge Inspection Report
Pictures
PHOTO 13
Description FULL LENGTH LONGITUDINAL CRACKS WITH EFFLORESCENCE ON SLAB UNDERSIDE AT
EAST SIDE OF SOUTH SPAN
PHOTO 14
Description GENERAL VIEW OF SOUTH PIER
Bridge Inspection Report
Pictures
PHOTO 15
Description EFFLORESCENCE ALONG LONGITUDINAL CONSTRUCTION JOINT ON UNDERSIDE OF
CENTER SPAN
PHOTO 16
Description GENERAL VIEW OF NORTH PIER; NORTH FACE SHOWN
Bridge Inspection Report
Pictures
PHOTO 17
Description SPALLING AND DELAMINATION WITH EXPOSED REBAR ON EAST FACE OF SLAB ALONG
CENTER SPAN
PHOTO 18
Description LONGITUDINAL CRACKING WITH EFFLORESCENCE, SPALLING, AND DELAMINATION
ALONG EAST SLAB UNDERSIDE ON CENTER SPAN
Bridge Inspection Report
Pictures
PHOTO 19
Description FULL HEIGHT VERTICAL CRACK AT NORTH FACE OF NORTH PIER
PHOTO 20
Description LOCALIZED SCOUR AT UPSTREAM SIDE OF NORTH PIER AND SCALING OF CONCRETE AT
WATERLINE
Bridge Inspection Report
Pictures
PHOTO 21
Description CRACKING WITH EFFLORESCENCE ALONG WEST SIDE OVER NORTH PIER
PHOTO 22
Description SPALLING WITH EXPOSED REBAR ON NORTH END OF NORTH FACE OF PIER
Bridge Inspection Report
Pictures
PHOTO 23
Description CRACKING WITH EFFLORESCENCE ALONG SLAB UNDERSIDE ON WEST EDGE NEAR
NORTH PIER
PHOTO 24
Description LONGITUDINAL CRACK WITH EFFLORESCENCE ON SLAB UNDERSIDE AT EAST END OF
NORTH SPAN
Bridge Inspection Report
Pictures
PHOTO 25
Description NORTH ABUTMENT, NOTE EFFLORESCENCE FROM MORTAR JOINTS
PHOTO 26
Description LOOKING UPSTREAM
Bridge Inspection Report
Pictures
PHOTO 27
Description LOOKING DOWNSTREAM
PHOTO 28
Description FALLEN TREES IN UPSTREAM CHANNEL
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