6620-001P Pierce Stocking Covered Bridge - Inspection Report 2021.pdf
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- Solicitation number
- 69056724R000002
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This document contains a bridge inspection report and related federal contract opportunity. The bridge inspection report provides details of an inspection of the Pierce Stocking Covered Bridge located in Sleeping Bear Dunes National Lakeshore. The report finds the bridge to be in generally good condition but recommends minor maintenance work costing an estimated $17,000. This includes replacing decayed approach guardrail posts, improving drainage, and periodic debris removal.
The related federal contract opportunity is a solicitation for pavement preservation work in Michigan national parks under the Western Region Pavement Preservation Indefinite Delivery/Indefinite Quantity multiple award contract. Only the prime contractors that have been awarded spots on this MATOC will be eligible to bid when the project is formally advertised. The work involves road resurfacing and related pavement repairs.
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BRIDGE INSPECTION REPORT
PIERCE STOCKING COVERED BRIDGE
PIERCE STOCKING DRIVE OVER GREENAN ROAD
SLEEPING BEAR DUNES NATIONAL LAKESHORE
LOOKING EAST
STRUCTURE NO. 6620-001P
INSPECTION TYPE: ROUTINE
INSPECTION DATE: 9/21/2021
NORTH 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. 6620-001P
PIERCE STOCKING COVERED BRIDGE INSPECTION DATE : 09/21/2021
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.
D
Item No.
Maintenance Recommendations
(GENERALLY NOT FLHP ELIGIBLE)
QTY. UNIT UNIT
COST
PRELIM.
COST
ESTIMATE
222.3
REPLACE DECAYED APPROACH GUARDRAIL POSTS AS
NECESSARY. 1 LS 6000 6000
58.7
IMPROVE DRAINAGE IN ASPHALT WEARING SURFACE
ALONG CURBLINE TO ADEQUATELY DIRECT ROADWAY
RUNOFF.
1 LS 10000 10000
58.7
PERIODICALLY REMOVE SOIL AND GRAVEL
ACCUMULATION FROM BICYCLE LANE. PERIODICALLY
REMOVE LEAF DEBRIS FROM ALONG CURBS, FROM
CURB DRAINS, AND FROM DROP INLETS.
1 LS 1000 1000
PRELIM. MAINTENANCE TOTAL : 17000
Item No.
REHABILITATION/RECONSTRUCTION
(TYPICALLY NEEDED WITHIN 5 YEARS)
QTY. UNIT
UNIT
COST
PRELIM. COST ESTIMATES
REHAB RECONSTR
PRELIM. REHABILITATION/RECONSTRUCTION TOTAL :
COST ESTIMATE SUMMARY
PRELIM. MAINTENANCE TOTAL :
PRELIM. REHABILITATION TOTAL :
PRELIM. RECONSTRUCTION TOTAL : .. 0
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 are based on historical data, including costs for similar projects when available.
STRUCTURE LOAD RATING STRUCTURE NO. 6620-001P
PIERCE STOCKING COVERED BRIDGE INSPECTION DATE: 09/20/2021
TRUCK TYPE
INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)
TONS METRIC TONS TONS METRIC TONS
H 10 9 16 15
HS 15 14 25 23
TYPE 3 13 12 22 20
TYPE 3S2 19 17 32 29
TYPE 3-3 26 24 43 39
DESIGN LOADING: 1 - H 10
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: 02/20/2019
LOAD RATING CONTROLLED BY:
REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 6620-001P
PIERCE STOCKING COVERED BR DGE INSPECTION DATE: 09/20/2021
STRUCTURE IDENTIFICATION
(201) PARK: SLEEPING BEAR DUNES NATIONAL LAKESHORE
(202) STRUCTURE NAME:..............PIERCE STOCKING COVERED
BRIDGE
(203) STRUCTURE KIND:............... 1 - BRIDGE
(204) STRUCTURE NUMBER:.........6620-001 P
5 - MIDWEST(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:.................PARK
(211) PROJECT NO(S):................... PRIVATE JOB
(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:
265 - MICHIGAN
26089 LEELANAU
00000
1 6 1 00012 0
GREENAN ROAD
PIERCE STOCKING DRIVE
6620001P0000000
2 5 MILES FROM PARK ENTRANCE
13.50 FT ( 4.11 M)
2 51 (KM PT: 0.77 )
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:.................. 04 - TEE BEAM (44B) APPR. STR. TYPE:.................... 00 - OTHER
(45) NO. OF MAIN SPANS:..............001 (46) NO OF APPROACH SPANS:
(48) MAX. SPAN LENGTH:..............32 FT ( 9.8 M)
(49) STRUCTURE LENGTH:........... 33.0 FT ( 10.1 M) (108) WEAR SURFACE/PROTECT SYSTEM:
(216A) ABUTMENT #1 FDN:........... 0 - UNKNOWN A) TYPE WEARING SURFACE:.. 6 - BITUMINOUS
(216B) ABUTMENT #2 FDN:........... 0 - UNKNOWN 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:.........................1 - H 10 (41) LOAD RESTRICTION:.................. P - POSTED FOR LOAD
(66) INVENTORY RATING:..............15.3 TONS ( 13.9 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL
LOADS
(64) OPERATING RATING:..............25.6 TONS ( 23.2 METRIC TONS)
INSPECTION DATES
(90) INSPECTION DATE: 09/21/2021 (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. 6620-001P
PIERCE STOCKING COVERED BR DGE INSPECTION DATE: 09/20/2021
GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA
(16) LATITUDE:................................ 44° 51'40.40" (51) CURB TO CURB WIDTH:............ 22.0 FT ( 6.7 M)
(17) LONGITUDE:............................ 86°02 '38 30" (52) DECK WIDTH:.......................... 23.0 FT ( 7 M)
(19) DETOUR LENGTH:.................. 199 MI ( 199 KM) (32) APPR. ROADWAY WIDTH:...... 18.0 FT ( 5.5 M)
(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 18.0 FT ( 5.5 M)
(28B) LANES UNDER STRUCT:......01 LEFT SHOULDER:............... 0 0 FT ( 0 M)
(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 0 0 FT ( 0 M)
(42B) SERVICE UNDER:................. 1 - HIGHWAY, WITH OR W/OUT (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN
PEDESTRIAN
(29) AVG DAILY TRAFFIC:..............400 (34) SKEW ANGLE:......................... 0 °
(30) YEAR OF ADT:......................... 2019 (35) STRUCTURE FLARED:............ 0 - NO FLARE
(114) FUTURE ADT:.........................480 (47) TOTAL HORIZ. CLEARANCE:.. 22 FT ( 6.7 M)
(115) YEAR OF FUTURE ADT:........2039 (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
(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:...... 1 - FULL HEIGHT (NO PARAPET)
(111) ABUT OR PIER PROT:...........1 - NAVIGATION PROTECTION NOT MATERIAL:........................... 8 - T MBER/OTHER
REQUIRED
LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 1 - CONTINUOUS RAIL
(55) RIGHT:..............................8.00 FT ( 2.44 M) (215) BRIDGE RAIL HEIGHT:.......... 2 25 FT ( 0.69 M)
(56) LEFT:................................ 0 FT ( 0 M) (53) MIN. VRT. CLR. OVER DECK: 13.58 FT ( 4.14 M)
(54) MIN. VRT. UNDRCLRANCE:... 12.33 FT ( 3.76 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:.................7 (225) PURPOSE OF IMPROVEMENT: 1 - MAINTENANCE
(36) TRAFFIC SAFETY FEAT: 1 1 1 1 (226) PRIORITY OF IMPROVEMENT: D - MINOR
(75A) TYPE OF WORK:................... (227) MAINTENANCE COST:.............$ 17000
(75B) WORK DONE BY:.................. (228) REHAB / RECNSTR COST:..... $ 0
(76) IMPROVEMENT LENGTH:....... FT ( 0 M) (229) CONSTRUCTION COST:.......... $ 0
ADDITIONAL INFORMATION
(230) STRUCTURE HISTORY:
1986-MAJOR RECONSTRUCTION OF TIMBER COVER. 1992-TIMBER RETAINING WALLS AT WINGWALL ENDS. 2008-APPROACH RAILS REPLACED, EXPOSED REBAR COATED, BOTTOM 2' OF SIDING REMOVED. 2021 - NEW TIMBER COVER
(231) ADDITIONAL CONSIDERATIONS:
(330) ADDITIONAL CONFIGURATION INFORMATION:
Inspector: Marcus Miller Structure Number: 6620001P0000000
Inspection Date: 09/21/2021 Facility Carried: PIERCE STOCKING DR
Bridge Inspection Report
Pictures
PHOTO 3
Description LOOKING WEST
PHOTO 4
Description SOUTH SIDE
Bridge Inspection Report
Pictures
PHOTO 5
Description GENERAL TOPSIDE VIEW LOOKING WEST
PHOTO 6
Description AREA OF PONDING ON SOUTH CURBLINE, EAST END
Bridge Inspection Report
Pictures
PHOTO 7
Description SOIL AND DEBRIS ACCUMULATION IN BICYCLE LANE ALONG SOUTH CURBLINE
PHOTO 8
Description MINOR VEHICLE SCRAPES TO SOUTH RAIL
Bridge Inspection Report
Pictures
PHOTO 9
Description PORCUPINE DAMAGE AT NORTH INTERIOR WALL, WEST SIDE
PHOTO 10
Description DROP INLET AT SOUTH CURB, WEST APPROACH; NOTE LEAF DEBRIS
Bridge Inspection Report
Pictures
PHOTO 11
Description TYPICAL DECAY OF EAST APPROACH GUARDRAIL POST, SOUTH SIDE, POST #7 SHOWN
PHOTO 12
Description WEST APPROACH RAIL POST #3 FROM BRIDGE; NOTE DECAY
Bridge Inspection Report
Pictures
PHOTO 13
Description WEST APPROACH RAIL POST #5 FROM BRIDGE; NOTE DECAY
PHOTO 14
Description MISALIGNMENT OF NORTH RAILING AT WEST APPROACH; NOTE DECAY AND MOSS ON
TOP OF RAIL POST
Bridge Inspection Report
Pictures
PHOTO 15
Description NEW SHINGLES ON ROOF, EAST SIDE SHOWN
PHOTO 16
Description GENERAL UNDERSIDE VIEW OF ROOF TRUSSES LOOKING WEST
Bridge Inspection Report
Pictures
PHOTO 17
Description GENERAL VIEW OF COVER INTERIOR, SOUTH INTERIOR SHOWN
PHOTO 18
Description POPOUTS WITH EXPOSED REBAR, SOUTH OVERHANG
Bridge Inspection Report
Pictures
PHOTO 19
Description GENERAL UNDERSIDE VIEW LOOKING EAST
PHOTO 20
Description GENERAL VIEW OF EAST ABUTMENT; NOTE TIMBER FRAMEWORK AT TOP OF
BREASTWALL AND EVIDENCE OF LEAKAGE
Bridge Inspection Report
Pictures
PHOTO 21
Description GENERAL VIEW OF WEST ABUTMENT
PHOTO 22
Description SPALL AT TOP OF BEARING SEAT KEY FOR BEAM #3 AT WEST ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 23
Description SPALL WITH EXPOSED REBAR ON BEAM #4 AT EAST ABUTMENT
PHOTO 24
Description UNDERCLEARANCE SIGN AT WEST APPROACH, SOUTH SIDE; NOTE OBJECT MARKER
Bridge Inspection Report
Pictures
PHOTO 25
Description TYPE 3 OBJECT MARKER AT WEST APPROACH, NORTH SIDE
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