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BROADWAY over CHERRY CREEK

Map 

Coordinates:
+39.72693, -104.98743
39°43'37" N, 104°59'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROADWAY over CHERRY CREEK
Structure number:D-01-CC-180A
Location:BROADWAY AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:133.9 ft. [40.8 m]
Total length:144.7 ft. [44.1 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:123.0 ft. [37.5 m]
Skew angle:31°
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:25,751 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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:89.8 tons [81.6 metric tons]
Inventory rating:76.1 tons [69.2 metric tons]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201493.5Not deficientSatisfactoryGoodGood25751
October 201293.5Not deficientSatisfactoryGoodGood25751
October 201092.8Not deficientGoodGoodGood33716
October 200893.3Not deficientGoodGoodGood28530
October 200693.3Not deficientGoodGoodGood28530
July 200493.3Not deficientGoodGoodGood28530
November 200293.3Not deficientGoodVery GoodVery Good28530
September 200095.1Not deficientGoodVery GoodVery Good30286
December 199995.1Not deficientGoodVery GoodVery Good30286
December 199895.1Not deficientGoodVery GoodVery Good30286
July 199693.9Not deficientGoodVery GoodGood21384
November 199494.4Not deficientGoodVery GoodGood21384
December 199294.4Not deficientGoodVery GoodGood21384
October 199096.5Not deficientGoodVery GoodVery Good19456