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GRANT ST over CHERRY CREEK

Map

Coordinates:
+39.72378, -104.98374
39°43'26" N, 104°59'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,6101,49012000
Deck
Reinforced Concrete Decksq. ft.5,6344,67695800
Wearing Surfacessq. ft.5,6344,67695800
Substructure
Reinforced Concrete Pier Walllinear ft.7070000
Reinforced Concrete Abutmentlinear ft.140140000
Reinforced Concrete Pier Caplinear ft.210210000
Bridge Rail
Other Material Bridge Raillinear ft.201201000