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MOTOR WAY over CHEYENNE CREEK

Map 

Coordinates:
+38.81414, -104.82294
38°48'51" N, 104°49'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:62.8 tons [57.1 metric tons]
Sufficiency rating:94.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201694.5FairSatisfactoryVery GoodVery Good-4764
April 201495.5FairSatisfactoryVery GoodVery Good-4764
April 201295.1FairSatisfactoryVery GoodVery Good-9146
April 201095.1GoodGoodVery GoodVery Good-9146
February 200895.1GoodGoodVery GoodVery Good-9742
May 200695.1GoodGoodVery GoodVery Good-9742
May 200495.1GoodGoodVery GoodVery Good-9742