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CLARKSON ST over CHERRY CREEK

Map 

Coordinates:
+39.71968, -104.97755
39°43'11" N, 104°58'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLARKSON ST over CHERRY CREEK
Structure number:D-01-CC-240A
Location:CLARKSON AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:46.9 ft. [14.3 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:3,428 [as of 2013]
Truck traffic:6% 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:Better than present minimum criteria [7]
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:53.6 tons [48.7 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:94.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201494.8Not deficientGoodGoodGood3428
October 201294.8Not deficientGoodGoodGood3428
October 201094.4Not deficientGoodGoodVery Good8200
October 200894.4Not deficientGoodGoodVery Good7312
October 200694.4Not deficientGoodGoodVery Good7312
July 200494.4Not deficientGoodGoodVery Good7312
October 200294.3Not deficientGoodGoodVery Good7312
September 200094.3Not deficientGoodGoodVery Good4876
December 199977.2Not deficientGoodGoodVery Good4876
December 199877.2Not deficientGoodGoodVery Good4876
July 199677.2Not deficientGoodGoodVery Good4978
November 199477.3Not deficientGoodGoodVery Good4978
December 199277.3Not deficientGoodGoodVery Good4978
October 199077.0Not deficientVery GoodGoodVery Good8344