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CHAMBERS ROAD over WEST TOLLGATE CREEK

Map

Coordinates:
+39.71451, -104.80963
39°42'52" N, 104°48'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHAMBERS ROAD over WEST TOLLGATE CREEK
Structure number:AUR08.5-J.0
Location:1.0 MI N OF ALAMEDA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:112.2 ft. [34.2 m]
Total length:233.6 ft. [71.2 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:24,407 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:94.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodSatisfactory2440794.6
October 2015FairGoodGoodSatisfactory2440794.6
October 2013FairGoodGoodSatisfactory2440794.6
October 2011FairGoodGoodSatisfactory2570094.4
November 2009GoodGoodVery GoodGood2570094.4
October 2007GoodGoodVery GoodGood2986193.8
September 2005GoodGoodVery GoodGood2986193.8
September 2003GoodGoodVery GoodGood2986193.8
August 2001GoodGoodVery GoodGood3067189.4
November 1999GoodGoodVery GoodGood3067167.9
December 1997GoodGoodVery GoodVery Good3067167.9
September 1995GoodGoodVery GoodVery Good2015192.0
November 1993GoodGoodVery GoodVery Good2015192.0
August 1991GoodGoodVery GoodVery Good2015193.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,0383,030800
Deck
Reinforced Concrete Decksq. ft.24,30521,8222,2372460
Wearing Surfacessq. ft.24,30524,305000
Concrete Protective Coatingsq. ft.24,30524,305000
Substructure
Reinforced Concrete Pier Walllinear ft.1201051500
Reinforced Concrete Abutmentlinear ft.2406018000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.467467000
Steel Protective Coatingsq. ft.467467000
Reinforced Concrete Bridge Raillinear ft.467321104420