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US 138 ML over PETERSON CANAL

Map

Coordinates:
+40.93614, -102.51278
40°56'10" N, 102°30'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 138 ML over PETERSON CANAL
Structure number:A-26-G
Location:0.2 MI NE OF JCT SH 59
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:28.9 ft. [8.8 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:10°
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]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2011]
Truck traffic:14% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairVery GoodSatisfactorySatisfactory60095.9
February 2015FairVery GoodSatisfactorySatisfactory60095.9
February 2013FairVery GoodSatisfactorySatisfactory68095.9
February 2011FairVery GoodSatisfactorySatisfactory68097.9
February 2009FairVery GoodSatisfactorySatisfactory68098.9
March 2007FairVery GoodSatisfactorySatisfactory73095.9
January 2005FairFairSatisfactorySatisfactory72794.8
March 2003FairFairSatisfactorySatisfactory67194.8
February 2001FairFairSatisfactorySatisfactory83986.6
March 1999FairFairSatisfactorySatisfactory83986.6
February 1997FairSatisfactorySatisfactorySatisfactory57095.1
February 1995FairSatisfactorySatisfactorySatisfactory57095.1
January 1993FairSatisfactorySatisfactorySatisfactory69095.9
February 1992FairSatisfactorySatisfactorySatisfactory65095.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.1,1587952484867
Substructure
Timber Columneach2813771
Timber Abutmentlinear ft.6666000
Timber Pier Caplinear ft.1351013040
Deck
Corrugated or Orthotropic Decksq. ft.2,0241,9943000
Wearing Surfacessq. ft.1,9581,8986000
Steel Protective Coatingsq. ft.2,0241,9940030
Bridge Rail
Other Material Bridge Raillinear ft.1361142200