1460-013P Lake Creek Bridge - 2019 Safety Inspection_Redacted.pdf
PDF 3 MB Posted
- Attached to
- WY NPS 2017(1) MOOSE WILSON ROAD PHASE 1
- Solicitation number
- 69056721R000010
View the file
Other files
Show all 36
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BRIDGE INSPECTION REPORT
LAKE CREEK BRIDGE
MOOSE WILSON ROAD OVER LAKE CREEK
GRAND TETON NATIONAL PARK
LOOKING NORTH
STRUCTURE NO. 1460-013P
INSPECTION TYPE: ROUTINE
INSPECTION DATE: 9/27/2019
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
STRUCTURE LOAD RATING STRUCTURE NO. 1460-013P
LAKE CREEK BRIDGE INSPECTION DATE: 09/27/2019
TRUCK TYPE
INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)
TONS METRIC TONS TONS METRIC TONS
H 38 34 63 57
HS 50 45 84 76
TYPE 3 45 41 76 69
TYPE 3S2 72 65 120 109
TYPE 3-3 67 61 146 132
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: 06/01/2015
LOAD RATING CONTROLLED BY: INTERIOR GIRDER
REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.
STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 1460-013P
STRUCTURE IDENTIFICATION
(201) PARK: GRAND TETON NATIONAL PARK
(202) STRUCTURE NAME:..............LAKE CREEK BRIDGE
(203) STRUCTURE KIND:............... 1 - BRIDGE
(204) STRUCTURE NUMBER:.........1460-013 P
1 - INTERMOUNTAIN(205) NPS REGION:
(206) ROUTE CODE NUMBER:
(207) ROAD SECTION NO:
(208) NPS ROAD CLASS:............... 2 - CONNECTOR ROAD
(209) WITHIN NPS BNDRY?:.......... Yes
(210) OPERATING UNIT:.................PARK
(211) PROJECT NO(S):................... GRTE 100(1)
(212) DRAWING NUMBERS:...........RG2789
(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:
568 - WYOMING
01039 COVINGTON
00000
1 2 1 01460 0
LAKE CREEK
MOOSE WILSON ROAD
1460013P0000000
0.6 miles west of Moose Junction, then sou hwest 4.5 miles on Wilson Road.
99.99 FT ( 99.99 M)
4.46 (KM PT: 1.36 )
3 - ON FREE ROAD
5 - NOT ELIGIBLE
STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE
(43A) MAIN STR. MATERIAL:..........3 - STEEL (44A) APPR. STR. MATERIAL:............ 0 - Other
(43B) MAIN STR. TYPE:.................. 02 - STRINGER/MULTI-BEAM OR GIR (44B) APPR. STR. TYPE:.................... 00 - OTHER
(45) NO. OF MAIN SPANS:..............001 (46) NO OF APPROACH SPANS:
(48) MAX. SPAN LENGTH:..............48 FT ( 14.6 M)
(49) STRUCTURE LENGTH:........... 50.0 FT ( 15.2 M) (108) WEAR SURFACE/PROTECT SYSTEM:
(216A) ABUTMENT #1 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L A) TYPE WEARING SURFACE:.. 7 - WOOD OR TIMBER
(216B) ABUTMENT #2 FDN:........... 2 - SPREAD FTG ON BEARING MAT'L 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:.......................... 8 - WOOD OR TIMBER
LOAD RATING AND POSTING
(31) DESIGN LOAD:.........................5 - HS 20 (41) LOAD RESTRICTION:.................. A - OPEN
(66) INVENTORY RATING:..............50 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGAL LOATONS ( 45.4
(64) OPERATING RATING:..............84 TONS ( 76.2 METRIC TONS)
INSPECTION DATES
(90) INSPECTION DATE: 09/27/2019 (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. 1460-013P
GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA
(16) LATITUDE:................................ 43° 37'33.60" (51) CURB TO CURB WIDTH:............ 18.1 FT ( 5.5 M)
(17) LONGITUDE:............................110°47 '02.40" (52) DECK WIDTH:.......................... 19.7 FT ( 6 M)
(19) DETOUR LENGTH:.................. 30 MI ( 48 KM) (32) APPR. ROADWAY WIDTH:...... 20.0 FT ( 6.1 M)
(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 20.0 FT ( 6.1 M)
(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 0 0 FT ( 0 M)
(42A) SERVICE ON:.........................1 - HIGHWAY RIGHT SHOULDER:.......... 0 0 FT ( 0 M)
(42B) SERVICE UNDER:................. 5 - WATERWAY (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN
(29) AVG DAILY TRAFFIC:..............200 (34) SKEW ANGLE:......................... 0 °
(30) YEAR OF ADT:......................... 2011 (35) STRUCTURE FLARED:............ 0 - NO FLARE
(114) FUTURE ADT:.........................500 (47) TOTAL HORIZ. CLEARANCE:.. 18.1 FT ( 5.5 M)
(115) YEAR OF FUTURE ADT:........2031 (50) SIDEWALKS
(101) PARALLEL STRUCTURE:......N - NO PARALLEL STRUCTURE LEFT:.................................... 0 0 FT ( 0 M)
(38) NAVIGATION CONTROL:.........0 - NO NAVIGATION CONTROL ON W RIGHT:.................................. 0 0 FT ( 0 M)
(39) VERTICAL CLEARANCE:.........0 FT ( 0 M) (214) BRIDGE RAIL TYPE
(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:...... 4 - CURB-TYPE WHEEL GUARD
(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 25 FT ( 0 38 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:................................6 (71) WATERWAY ADEQUACY:
(62) CULVERT:.................................N (72) APPROACH ALIGNMENT:
(222) APPROACHES:...................... 7 (113) SCOUR CRITICAL:.................... 5 - SCOUR WITHIN LIMITS OF FOOTIN
(223) RETAINING WALL:.................N (225) PROPOSE OF IMPROVEMENT: 1 - MAINTENANCE
(36) TRAFFIC SAFETY FEAT: 0 0 0 0 (226) PRIORITY OF IMPROVEMENT: D - MINOR
(75A) TYPE OF WORK:................... 35 - REHABILITATION - DETERIORATION (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:
(231) ADDITIONAL CONSIDERATIONS:
(330) ADDITIONAL CONFIGURATION INFORMATION:
Inspector: Gary Goodlin Structure Number: 1460013P0000000
Inspection Date: 09/27/2019 Facility Carried: MOOSE WILSON ROAD
Bridge Inspection Report
Pictures
PHOTO 3
Description LOOKING SOUTH TOWARD TETON VILLAGE
PHOTO 4
Description EAST (DOWNSTREAM) SIDE
Bridge Inspection Report
Pictures
PHOTO 5
Description GENERAL TOPSIDE VIEW OF STRUCTURE LOOKING NORTH
PHOTO 6
Description GENERAL UNDERSIDE VIEW OF STRUCTURE LOOKING NORTH
Bridge Inspection Report
Pictures
PHOTO 7
Description TYPICAL CHECKING AND DETERIORATION OF TIMBER RUNNING PLANKS WITH DECAY IN
SOME AREAS
PHOTO 8
Description DECK CONNECTORS STICKING UP SLIGHTLY INTO WHEEL LINES
Bridge Inspection Report
Pictures
PHOTO 9
Description SPLINTERING OF TIMBER RUNNING PLANKS ALONG EDGES, EAST EDGE SHOWN
PHOTO 10
Description TYPICAL CHECKING OF TIMBER CURBS, EAST SIDE SHOWN
Bridge Inspection Report
Pictures
PHOTO 11
Description ACCUMULATION OF DEBRIS ON DECK SURFACE ALONG EDGES OF RUNNING PLANKS, WEST SIDE SHOWN
PHOTO 12
Description TYPICAL CHECKING OF GLULAM TIMBER DECK PANEL EDGES, WEST EDGE SHOWN
Bridge Inspection Report
Pictures
PHOTO 13
Description TYPICAL ANCHOR BOLT NUT NOT FULLY SEATED, ALSO NOTE CORROSION ON SOLE
PLATE, BEAM #1 AT NORTH ABUTMENT SHOWN
PHOTO 14
Description MISSING/BROKEN ANCHOR BOLT AT BEARING FOR BEAM #2 AT SOUTH ABUTMENT
Bridge Inspection Report
Pictures
PHOTO 15
Description TYPICAL VIEW OF STRUCTURAL STEEL BEAMS; NOTE DEVELOPMENT OF PROTECTIVE
RUST COAT
PHOTO 16
Description GENERAL VIEW OF SOUTH ABUTMENT; NOTE WATER STAINING
Bridge Inspection Report
Pictures
PHOTO 17
Description DEBRIS ON NORTH ABUTMENT BEARING SEAT
PHOTO 18
Description TYPICAL VERTICAL CRACK WITH EFFLORESCENCE IN WINGWALLS, NORTHWEST
WINGWALL SHOWN
Bridge Inspection Report
Pictures
PHOTO 19
Description POPOUTS IN FACE OF SOUTHEAST WINGWALL
PHOTO 20
Description TYPICAL DETERIORATION OF PAVEMENT AT APPROACHES, SOUTH APPROACH SHOWN
Bridge Inspection Report
Pictures
PHOTO 21
Description VIEW FROM BRIDGE LOOKING UPSTREAM; NOTE SMALL ISLAND
PHOTO 22
Description VIEW FROM BRIDGE LOOKING DOWNSTREAM
File details come from the government source that posted it. Updated .