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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:63.0 ft. [19.2 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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,998 [as of 2013]
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:78.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$826,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201478.6Not deficientSatisfactorySatisfactoryGood4998
October 201278.6Not deficientSatisfactorySatisfactoryGood4998
October 201078.8Not deficientGoodGoodGood2633
October 200878.8Not deficientGoodGoodGood2633
October 200678.6Not deficientGoodGoodGood4936
August 200478.6Not deficientGoodGoodGood4936
October 200278.1Not deficientGoodGoodGood4936
August 200078.0Not deficientGoodGoodGood4838
December 199979.4Not deficientGoodGoodVery Good4838
December 199879.4Not deficientGoodGoodVery Good4838
July 199679.3Not deficientSatisfactorySatisfactoryGood6367
November 199440.7Structurally deficientSatisfactorySatisfactoryGood6367
December 199240.7Structurally deficientSatisfactorySatisfactoryGood6367
September 199031.0Structurally deficientSatisfactoryFairGood3259