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11TH AVE over CHERRY CREEK

Map 

Coordinates:
+39.73373, -104.99386
39°44'01" N, 104°59'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:11TH AVE over CHERRY CREEK
Structure number:D-01-CC-160
Location:W 11TH AVE AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:39.7 ft. [12.1 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed:1984
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
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:7,856 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:68.1 tons [61.9 metric tons]
Inventory rating:40.8 tons [37.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:77.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$592,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201477.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7856
October 201277.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7856
October 201076.6Functionally obsoleteSatisfactorySatisfactoryGood11226
October 200877.0Functionally obsoleteSatisfactorySatisfactoryGood8055
October 200677.0Functionally obsoleteSatisfactorySatisfactoryGood8055
August 200477.0Functionally obsoleteSatisfactorySatisfactoryGood8055
November 200277.0Functionally obsoleteSatisfactorySatisfactoryGood8055
August 200076.8Functionally obsoleteGoodGoodVery Good9600
December 199976.8Functionally obsoleteGoodGoodVery Good9600
December 199876.8Functionally obsoleteGoodGoodVery Good9600
July 199677.1Functionally obsoleteGoodGoodGood7640
November 199477.3Functionally obsoleteGoodGoodGood7640
December 199277.3Functionally obsoleteSatisfactoryGoodGood7640
September 199077.3Functionally obsoleteSatisfactoryGoodGood7470