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8TH AVENUE over CHERRY CREEK

Map 

Coordinates:
+39.72898, -104.99027
39°43'44" N, 104°59'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:8TH AVENUE over CHERRY CREEK
Structure number:D-01-CC-170A
Location:8TH AVE AT SPEER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:87.9 ft. [26.8 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:17,127 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Good [7 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 corrrective action [3]
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:91.9 tons [83.5 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$586,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201475.9Functionally obsoleteGoodSatisfactorySatisfactory17127
October 201275.9Functionally obsoleteGoodSatisfactorySatisfactory17127
October 201075.2Functionally obsoleteGoodGoodGood23323
October 200875.0Functionally obsoleteGoodGoodGood24772
October 200675.0Functionally obsoleteGoodGoodGood24772
July 200475.0Functionally obsoleteGoodGoodGood24772
October 200275.0Functionally obsoleteVery GoodGoodGood24772
September 200075.1Functionally obsoleteVery GoodGoodGood24001
December 199975.1Functionally obsoleteVery GoodVery GoodVery Good24001
December 199875.1Functionally obsoleteVery GoodVery GoodVery Good24001
July 199675.2Not deficientVery GoodVery GoodVery Good22899
November 199477.9Not deficientVery GoodGoodVery Good22899
December 199277.9Not deficientVery GoodGoodVery Good22899
October 199078.8Not deficientVery GoodVery GoodVery Good13189