mora12302_BIR_9450-020P.pdf
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- Solicitation number
- 69056723B000008
About this file
This document is a Bridge Inspection Report for the Laughingwater Creek Bridge on Washington Route 123 in Mount Rainier National Park. The bridge is a steel continuous stringer/multi-beam or girder structure with two main spans. The inspection found some typical concrete deck cracking, soil/gravel accumulation in expansion joints, parapet cracking, and minor steel girder issues like debris accumulation and spot rusting. The structure's load ratings indicate it can support standard design loads.
The related federal contract opportunity is for a project to rehabilitate or reconstruct the Laughingwater Creek Bridge and the bridge on SR-123 from Laughingwater Creek to Panther Creek. The project is being solicited by the Department of Transportation Federal Highway Administration. No additional details on the specific work requirements, response dates, pricing, or set-asides are provided in the materials given.
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BRIDGE INSPECTION REPORT
LAUGHINGWATER CREEK BRIDGE
WASHINGTON ROUTE 123 OVER LAUGHINGWATER CREEK
MOUNT RAINIER NATIONAL PARK
LOOKING NORTH (AHEAD)
STRUCTURE NO. 9450-020P
INSPECTION TYPE: ROUTINE
INSPECTION DATE: 8/19/2022
EAST (UPSTREAM) SIDE OF SOUTH SPAN
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 LOAD RATING STRUCTURE NO. 9450-020P
LAUGHINGWATER CREEK BRIDGE INSPECTION DATE: 08/18/2022
TRUCK TYPE
INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)
TONS METRIC TONS TONS METRIC TONS
H 30 27 50 45
HS 54 49 90 82
TYPE 3 50 45 84 76
TYPE 3S2 63 57 106 96
TYPE 3-3 64 58 107 97
DESIGN LOADING: 5 - HS 20
X CAPACITY MEETS OR EXCEEDS DESIGN LOAD
CAPACITY IS LESS THAN DESIGN LOAD
X ORIGINAL LOAD RATING CALCULATION APPLICABLE
ORIGINAL LOAD RATING CALCULATION REVISED
DATE OF LOAD RATING CALCULATION: 05/17/2016
LOAD RATING CONTROLLED BY: NEGATIVE MOMENT (H, HS); SHEAR (OTHERS)
REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 9450-020P
LAUGH NGWATER CREEK BR DGE INSPECTION DATE: 08/18/2022
STRUCTURE IDENTIFICATION
(201) PARK: MOUNT RAINIER NATIONAL PARK
(202) STRUCTURE NAME:..............LAUGHINGWATER CREEK BRIDGE
(203) STRUCTURE KIND:............... 1 - BRIDGE
(204) STRUCTURE NUMBER:.........9450-020 P
6 - PACIFIC WEST(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):................... PRAMORA 10(1
(212) DRAWING NUMBERS:...........RG2501
(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:
530 - WASHINGTON
53041 LEWIS
00000
1 6 1 00010 0
LAUGHINGWATER CREEK
WASHINGTON ROUTE 123
9450020P0000000
2.6 MILES NORTH OF PARK
BOUNDARY ON U.S. ROUTE 123 (MP
5)
99.99 FT ( 99.99 M)
2.44 (KM PT: 0.74 )
3 - ON FREE ROAD
5 - NOT ELIGIBLE
STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE
(43A) MAIN STR. MATERIAL:..........4 - STEEL CONTINUOUS (44A) APPR. STR. MATERIAL:............ 0 - Other
(43B) MAIN STR. TYPE:.................. 02 - STRINGER/MULTI-BEAM OR (44B) APPR. STR. TYPE:.................... 00 - OTHER
GIRDER
(45) NO. OF MAIN SPANS:..............002 (46) NO OF APPROACH SPANS:
(48) MAX. SPAN LENGTH:..............140 FT ( 42.7 M)
(49) STRUCTURE LENGTH:........... 278. FT ( 84.7 M) (108) WEAR SURFACE/PROTECT SYSTEM:
(216A) ABUTMENT #1 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L A) TYPE WEARING SURFACE:.. 0 - NONE
(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?.......................... YES
(107) DECK TYPE:.......................... 1 - CONCRETE CAST-IN-PLACE
LOAD RATING AND POSTING
(31) DESIGN LOAD:.........................5 - HS 20 (41) LOAD RESTRICTION:.................. A - OPEN
(66) INVENTORY RATING:..............54 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGALTONS ( 49
LOADS
(64) OPERATING RATING:..............90 TONS ( 81.6 METRIC TONS)
INSPECTION DATES
(90) INSPECTION DATE: 08/19/2022 (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: 3 - LOAD RATING CALCULATION INSP. EVERY MONTHS - LAST INSP:
(221) SPECIAL STUDY DATE: 10/01/2009 (B) UNDERWATER:..................... N
INSP. EVERY MONTHS - LAST INSP:
(C) SPECIAL INSPECTION:........ N
INSP. EVERY MONTHS - LAST INSP:
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 9450-020P
LAUGH NGWATER CREEK BR DGE INSPECTION DATE: 08/18/2022
GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA
(16) LATITUDE:................................ 46° 44'52.70" N (51) CURB TO CURB WIDTH:............ 28.0 FT ( 8.5 M)
(17) LONGITUDE:............................121°33 '24.10" W (52) DECK WIDTH:.......................... 32.5 FT ( 9.9 M)
(19) DETOUR LENGTH:.................. 199 MI ( 199 KM) (32) APPR. ROADWAY WIDTH:...... 32.0 FT ( 9.8 M)
(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 24.0 FT ( 7.3 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:..............1500 (34) SKEW ANGLE:......................... 0 °
(30) YEAR OF ADT:......................... 2019 (35) STRUCTURE FLARED:............ 0 - NO FLARE
(114) FUTURE ADT:.........................3000 (47) TOTAL HORIZ. CLEARANCE:.. 28 FT ( 8.5 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
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 50 FT ( 0.76 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:................................8 (71) WATERWAY ADEQUACY:
(62) CULVERT:.................................N (72) APPROACH ALIGNMENT:
(222) APPROACHES:...................... 7 (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: 0 0 0 0 (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:
2005-CENTER BEARING AT NORTH ABUTMENT RESET.
(231) ADDITIONAL CONSIDERATIONS:
(330) ADDITIONAL CONFIGURATION INFORMATION:
Span #1 & #2 - Length 142 5'; Type 402 (Steel Girder)
Inspector: Fabricio Quinonez Structure Number: 9450020P0000000
Inspection Date: 08/19/2022 Facility Carried: WASHINGTON ROUTE
Bridge Inspection Report
Pictures
PHOTO 3
Description LOOKING SOUTH (BACK)
PHOTO 4
Description EAST (UPSTREAM) SIDE OF NORTH SPAN
Bridge Inspection Report
Pictures
PHOTO 5
Description GENERAL TOPSIDE VIEW OF DECK
PHOTO 6
Description TYPICAL TRANSVERSE CRACKING OF DECK SURFACE;
NORTHBOUND LANE IN SOUTH SPAN NEAR MIDSPAN SHOWN
Bridge Inspection Report
Pictures
PHOTO 7
Description TYPICAL ACCUMULATION OF SOIL
AND GRAVEL IN DECK EXPANSION JOINTS;
NORTH EXPANSION JOINT SHOWN
PHOTO 8
Description TYPICAL VERTICAL CRACKING WITH EFFLORESCENCE ON SIMULATED STONE
PARAPETS; EAST PARAPET IN NORTH SPAN
Bridge Inspection Report
Pictures
PHOTO 9
Description GENERAL UNDERSIDE VIEW OF SPAN #1 LOOKING SOUTH
PHOTO 10
Description GENERAL UNDERSIDE VIEW OF SPAN #2 LOOKING NORTH
Bridge Inspection Report
Pictures
PHOTO 11
Description TYPICAL OF SPLICE PLATE, NORTH SPAN GIRDER #1 SHOWN
PHOTO 12
Description TYPICAL TRANSVERSE CRACKING WITH EFFLORESCENCE
ON DECK UNDERSIDE; EAST BAY IN NORTH SPAN SHOWN
Bridge Inspection Report
Pictures
PHOTO 13
Description TYPICAL TRANSVERSE CRACKING
WITH EFFLORESCENCE ON UNDERSIDE OF
OVERHANGS; EAST OVERHANG OF NORTH
SPAN SHOWN
Bridge Inspection Report
Pictures
PHOTO 14
Description EAST CONDUIT IN SOUTH SPAN
DISCONNECTED, APPROXIMATELY 50' FROM
SOUTH ABUTMENT
PHOTO 15
Description TYPICAL SPOT RUSTING OF BEARING DEVICES; INTERIOR
BEARING AT PIER SHOWN
Bridge Inspection Report
Pictures
PHOTO 16
Description TYPICAL OF DEBRIS ACCUMULATION AROUND EXTERIOR FLANG SPLICE PLATES, NORTH
SPAN BEAM #3 SHOWN.
PHOTO 17
Description TYPICAL RUSTING OF GIRDER BOTTOM FLANGE AND
CONNECTION HARDWARE FOR SPLICE PLATES; WEST GIRDER SPLICE IN NORTH SPAN
SHOWN; NOTE GAP BETWEEN FLANGE PLATES
Bridge Inspection Report
Pictures
PHOTO 19
Description TREES ENCROACHING BRIDGE NEAR NORTH ABUTMENT ON THE DOWNSTREAM SIDE
PHOTO 20
Description GENERAL VIEW OF SOUTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 21
Description GENERAL VIEW OF SOUTH SIDE OF PIER
PHOTO 22
Description GENERAL VIEW OF NORTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 23
Description GENERAL VIEW OF PARAPET, UPSTREAM SIDE SHOWN
PHOTO 24
Description SOUTH APPROACH
Bridge Inspection Report
Pictures
PHOTO 25
Description NORTH APPROACH
PHOTO 26
Description UPSTREAM CHANNEL
Bridge Inspection Report
Pictures
PHOTO 27
Description DOWNSTREAM CHANNEL
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