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ARAPAHOE ST over CHERRY CREEK

Map

Coordinates:
+39.74369, -105.00044
39°44'37" N, 105°00'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARAPAHOE ST over CHERRY CREEK
Structure number:D-01-CC-080
Location:ARAPAHOE AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:53.2 ft. [16.2 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,080 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
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]
Sufficiency rating:78.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactoryGood408078.7
October 2014FairSatisfactorySatisfactoryGood499878.6
October 2012FairSatisfactorySatisfactoryGood499878.6
October 2010GoodGoodGoodGood263378.8
October 2008GoodGoodGoodGood263378.8
October 2006GoodGoodGoodGood493678.6
August 2004GoodGoodGoodGood493678.6
October 2002GoodGoodGoodGood493678.1
August 2000GoodGoodGoodGood483878.0
December 1999GoodGoodGoodVery Good483879.4
December 1998GoodGoodGoodVery Good483879.4
July 1996FairSatisfactorySatisfactoryGood636779.3
November 1994FairSatisfactorySatisfactoryGood636740.7
December 1992FairSatisfactorySatisfactoryGood636740.7
September 1990FairSatisfactoryFairGood325931.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.8381200
Reinforced Concrete Abutmentlinear ft.167167000
Joints
Strip Seal Jointlinear ft.167016700
Pourable Jointlinear ft.131129101
Bridge Rail
Other Material Bridge Raillinear ft.262253801
Deck
Reinforced Concrete Slabsq. ft.8,1107,62348700
Wearing Surfacessq. ft.8,1106,0832,02700