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ARAPAHOE ST over CHERRY CREEK

Map 

Coordinates:
+39.74429, -105.00030
39°44'39" N, 105°00'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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