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CORPORATE DRIVE over COTTONWOOD CREEK

Map 

Coordinates:
+38.92725, -104.81410
38°55'38" N, 104°48'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CORPORATE DRIVE over COTTONWOOD CREEK
Structure number:CSG-G.94-15.11
Location:0.8 MI S OF WOODMEN ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:124.3 ft. [37.9 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:3,205 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
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:71.2 tons [64.7 metric tons]
Inventory rating:42.7 tons [38.8 metric tons]
Sufficiency rating:91.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201491.7Not deficientGoodGoodGood3205
March 201297.4Not deficientGoodGoodGood6898
March 201097.4Not deficientGoodGoodGood6898
February 200897.7Not deficientGoodGoodGood3494
April 200697.7Not deficientGoodGoodGood3494
May 200497.7Not deficientGoodVery GoodGood3494
April 200299.9Not deficientVery GoodVery GoodVery Good2358
June 200078.0Not deficientGoodVery GoodVery Good2358
200078.0Not deficientGoodVery GoodVery Good2358
September 199878.0Not deficientGoodVery GoodVery Good2358
October 199693.6Not deficientVery GoodVery GoodVery Good155
June 199493.8Not deficientVery GoodVery GoodVery Good155
September 199293.8Not deficientVery GoodVery GoodVery Good155
June 199094.7Not deficientVery GoodVery GoodVery Good40