Share:

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 2014 

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:Better than present minimum criteria [7]
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]
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:95.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201495.5Not deficientSatisfactoryVery GoodVery Good4764
April 201295.1Not deficientSatisfactoryVery GoodVery Good9146
April 201095.1Not deficientGoodVery GoodVery Good9146
February 200895.1Not deficientGoodVery GoodVery Good9742
May 200695.1Not deficientGoodVery GoodVery Good9742
May 200495.1Not deficientGoodVery GoodVery Good9742