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ARAPAHOE ST over CHERRY CREEK

Map

Coordinates:
+39.74429, -105.00030
39°44'39" N, 105°00'01" 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]
Operating rating:55.9 tons [50.8 metric tons]
Inventory rating:33.6 tons [30.5 metric tons]
Sufficiency rating:78.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201678.7FairSatisfactorySatisfactoryGood-4080
October 201478.6FairSatisfactorySatisfactoryGood-4998
October 201278.6FairSatisfactorySatisfactoryGood-4998
October 201078.8GoodGoodGoodGood-2633
October 200878.8GoodGoodGoodGood-2633
October 200678.6GoodGoodGoodGood-4936
August 200478.6GoodGoodGoodGood-4936
October 200278.1GoodGoodGoodGood-4936
August 200078.0GoodGoodGoodGood-4838
December 199979.4GoodGoodGoodVery Good-4838
December 199879.4GoodGoodGoodVery Good-4838
July 199679.3FairSatisfactorySatisfactoryGood-6367
November 199440.7FairSatisfactorySatisfactoryGoodSD6367
December 199240.7FairSatisfactorySatisfactoryGoodSD6367
September 199031.0FairSatisfactoryFairGoodSD3259

Element Data

Source: National Bridge Elements dataset, 2016 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.8,1108,110000