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CARLSON DRIVE over DRY CREEK

Map 

Coordinates:
+38.94311, -104.85345
38°56'35" N, 104°51'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CARLSON DRIVE over DRY CREEK
Structure number:CSG-E.78-16.13
Location:JUST S OF WOODMEN ROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:49.2 ft. [15.0 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:461 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:91.5 tons [83.2 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 2014100.0Not deficientVery GoodGoodVery Good461
March 2010100.0Not deficientVery GoodGoodVery Good419
April 2006100.0Not deficientVery GoodGoodVery Good540
April 200299.0Not deficientGoodVery GoodVery Good664
May 200099.9Not deficientGoodVery GoodVery Good664
200099.9Not deficientGoodVery GoodVery Good664
September 199899.9Not deficientGoodVery GoodVery Good664
October 199699.0Not deficientGoodVery GoodVery Good207
June 199499.0Not deficientGoodVery GoodVery Good207
September 199299.0Not deficientGoodVery GoodVery Good207
June 199099.0Not deficientGoodVery GoodVery Good376