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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,603 [as of 2016]
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: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:79.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201679.0GoodGoodGoodGood-8603
October 201479.2FairSatisfactoryGoodGood-7005
October 201279.2FairSatisfactoryGoodGood-7005
October 201079.0FairSatisfactoryGoodGood-8311
October 200879.0GoodGoodGoodVery Good-8404
October 200679.0GoodGoodGoodVery Good-8404
July 200479.0GoodGoodVery GoodVery Good-8404
November 200279.0GoodGoodVery GoodVery Good-8404
September 200078.3GoodGoodVery GoodVery Good-14933
December 199978.3GoodVery GoodVery GoodVery Good-14933
December 199878.3GoodVery GoodVery GoodVery Good-14933
July 199684.6GoodGoodGoodVery Good-3514
November 199484.7GoodGoodGoodVery Good-3514
December 199284.7GoodVery GoodVery GoodVery Good-3514
October 199079.2GoodVery GoodVery GoodVery Good-8600