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MOTOR WAY over CHEYENNE CREEK

Map

Coordinates:
+38.81401, -104.82292
38°48'50" N, 104°49'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MOTOR WAY over CHEYENNE CREEK
Structure number:CSG-G.48-07.25
Location:SW OF I-25 & NEVADA ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:36.1 ft. [11.0 m]
Total length:42.3 ft. [12.9 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:76.8 ft. [23.4 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,764 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:94.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryVery GoodVery Good476494.5
April 2014FairSatisfactoryVery GoodVery Good476495.5
April 2012FairSatisfactoryVery GoodVery Good914695.1
April 2010GoodGoodVery GoodVery Good914695.1
February 2008GoodGoodVery GoodVery Good974295.1
May 2006GoodGoodVery GoodVery Good974295.1
May 2004GoodGoodVery GoodVery Good974295.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.633633000
Deck
Reinforced Concrete Decksq. ft.3,2413,241000
Substructure
Reinforced Concrete Abutmentlinear ft.169169000
Joints
Strip Seal Jointlinear ft.169016900
Pourable Jointlinear ft.1691096000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.8484000
Steel Protective Coatingsq. ft.8484000