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EB 56TH AVENUE over FIRST CREEK

Map 

Coordinates:
+39.79839, -104.77782
39°47'54" N, 104°46'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB 56TH AVENUE over FIRST CREEK
Structure number:D-25-FC-020A
Location:.2 MILES WEST OF TOWER RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:74.8 ft. [22.8 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,913 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:82.1 tons [74.6 metric tons]
Inventory rating:46.8 tons [42.5 metric tons]
Sufficiency rating:80.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201680.2FairGoodSatisfactoryVery GoodFO6913
November 201480.2FairGoodSatisfactoryVery GoodFO6913
November 201280.2FairGoodSatisfactoryVery GoodFO6913
November 201080.4GoodGoodGoodVery GoodFO5399
October 200880.4GoodGoodGoodVery GoodFO5399
November 200680.5GoodGoodVery GoodVery Good-4010
October 200480.5GoodGoodVery GoodVery Good-4010
September 200280.5GoodGoodVery GoodVery Good-4010
September 200080.6GoodGoodExcellentExcellent-3643