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US 138 ML over LODGEPOLE CREEK

Map

Coordinates:
+40.96083, -102.38504
40°57'39" N, 102°23'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 138 ML over LODGEPOLE CREEK
Structure number:A-27-N
Location:7.1 MI NE OF JCT SH 59
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Wood or timber [7]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:980 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:71.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairSatisfactoryFair98071.5
February 2015FairFairSatisfactorySatisfactory98082.6
February 2013FairFairSatisfactorySatisfactory120082.5
February 2011FairFairSatisfactorySatisfactory120084.5
February 2009FairFairSatisfactorySatisfactory120082.5
March 2007FairFairSatisfactorySatisfactory130082.5
January 2005FairFairSatisfactorySatisfactory131782.5
March 2003FairFairSatisfactorySatisfactory111482.5
February 2001FairFairSatisfactorySatisfactory175287.2
March 1999FairFairSatisfactorySatisfactory175287.2
February 1997FairFairSatisfactorySatisfactory70094.9
February 1995FairFairSatisfactorySatisfactory70094.9
January 1993FairFairSatisfactoryFair85076.3
February 1992FairFairSatisfactoryFair80076.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.63027036000
Deck
Reinforced Concrete Decksq. ft.1,1404565701140
Wearing Surfacessq. ft.83741941800
Substructure
Timber Columneach1801710
Timber Abutmentlinear ft.7607240
Timber Pier Caplinear ft.7607600
Bridge Rail
Other Material Bridge Raillinear ft.6060000