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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 2014 

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]
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:82.1 tons [74.6 metric tons]
Inventory rating:46.8 tons [42.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201480.2Functionally obsoleteGoodSatisfactoryVery Good6913
November 201280.2Functionally obsoleteGoodSatisfactoryVery Good6913
November 201080.4Functionally obsoleteGoodGoodVery Good5399
October 200880.4Functionally obsoleteGoodGoodVery Good5399
November 200680.5Not deficientGoodVery GoodVery Good4010
October 200480.5Not deficientGoodVery GoodVery Good4010
September 200280.5Not deficientGoodVery GoodVery Good4010
September 200080.6Not deficientGoodExcellentExcellent3643