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GRANT ST over CHERRY CREEK

Map 

Coordinates:
+39.72378, -104.98374
39°43'26" N, 104°59'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRANT ST over CHERRY CREEK
Structure number:D-01-CC-210A
Location:GRANT ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:100.7 ft. [30.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:37°
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]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:7,005 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
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:73.7 tons [67.0 metric tons]
Inventory rating:44.2 tons [40.2 metric tons]
Sufficiency rating:79.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201479.2Not deficientSatisfactoryGoodGood7005
October 201279.2Not deficientSatisfactoryGoodGood7005
October 201079.0Not deficientSatisfactoryGoodGood8311
October 200879.0Not deficientGoodGoodVery Good8404
October 200679.0Not deficientGoodGoodVery Good8404
July 200479.0Not deficientGoodVery GoodVery Good8404
November 200279.0Not deficientGoodVery GoodVery Good8404
September 200078.3Not deficientGoodVery GoodVery Good14933
December 199978.3Not deficientVery GoodVery GoodVery Good14933
December 199878.3Not deficientVery GoodVery GoodVery Good14933
July 199684.6Not deficientGoodGoodVery Good3514
November 199484.7Not deficientGoodGoodVery Good3514
December 199284.7Not deficientVery GoodVery GoodVery Good3514
October 199079.2Not deficientVery GoodVery GoodVery Good8600