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US 385 ML over DRAW

Map

Coordinates:
+38.67671, -102.32764
38°40'36" N, 102°19'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 385 ML over DRAW
Structure number:J-27-J
Location:10.MI S OF US 40
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:28.9 ft. [8.8 m]
Total length:62.3 ft. [19.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2011]
Truck traffic:31% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:86.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactoryFairGood45086.5
November 2015FairSatisfactoryFairGood45073.8
November 2013FairSatisfactoryFairGood45073.8
December 2011FairSatisfactoryFairGood58073.6
November 2009FairSatisfactoryFairGood58073.6
December 2007FairSatisfactoryFairGood76065.7
November 2005FairSatisfactoryFairGood34674.9
November 2003FairSatisfactoryFairGood49073.7
November 2001FairSatisfactoryFairGood49073.4
November 1999FairSatisfactoryFairGood52573.3
December 1997FairSatisfactorySatisfactoryGood37085.6
December 1995FairSatisfactorySatisfactoryGood37085.6
October 1993FairSatisfactorySatisfactoryGood50088.7
January 1992FairSatisfactorySatisfactoryGood62086.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.249244230
Deck
Reinforced Concrete Top Flangesq. ft.1,9941,86213200
Wearing Surfacessq. ft.1,7441,62412000
Substructure
Reinforced Concrete Pier Walllinear ft.3130100
Reinforced Concrete Abutmentlinear ft.6464000
Joints
Other Jointlinear ft.3203200
Bearings
Movable Bearingeach106400
Steel Protective Coatingsq. ft.1010000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.124124000
Steel Protective Coatingsq. ft.124124000