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SH 145 ML over DOLORES RIVER

Map

Coordinates:
+37.62246, -108.06783
37°37'21" N, 108°04'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 145 ML over DOLORES RIVER
Structure number:N-04-B
Location:16 MILES NE OF STONER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2011]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:54.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactoryGoodGood160054.2
December 2015FairSatisfactoryGoodGood160054.2
December 2013FairSatisfactoryGoodGood160054.2
January 2012FairSatisfactoryGoodGood160054.2
December 2009FairSatisfactoryGoodGood160054.2
October 2007FairSatisfactoryGoodVery Good160051.2
October 2005FairSatisfactoryGoodVery Good164051.2
November 2003FairSatisfactoryGoodVery Good132787.6
November 2001FairSatisfactoryGoodVery Good132779.8
December 1999FairSatisfactoryGoodVery Good105079.5
November 1997FairSatisfactoryGoodVery Good110079.0
October 1995FairSatisfactoryGoodVery Good110081.1
November 1993FairSatisfactoryGoodVery Good105083.1
September 1991GoodGoodGoodGood80086.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.440438200
Deck
Reinforced Concrete Top Flangesq. ft.3,8503,7856500
Wearing Surfacessq. ft.3,8503,850000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.8177400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.220220000
Steel Protective Coatingsq. ft.220220000