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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:71.9 ft. [21.9 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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,974 [as of 2016]
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: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:89.8 tons [81.6 metric tons]
Inventory rating:76.1 tons [69.2 metric tons]
Sufficiency rating:91.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201691.4FairSatisfactoryGoodGoodFO26974
October 201493.5FairSatisfactoryGoodGood-25751
October 201293.5FairSatisfactoryGoodGood-25751
October 201092.8GoodGoodGoodGood-33716
October 200893.3GoodGoodGoodGood-28530
October 200693.3GoodGoodGoodGood-28530
July 200493.3GoodGoodGoodGood-28530
November 200293.3GoodGoodVery GoodVery Good-28530
September 200095.1GoodGoodVery GoodVery Good-30286
December 199995.1GoodGoodVery GoodVery Good-30286
December 199895.1GoodGoodVery GoodVery Good-30286
July 199693.9GoodGoodVery GoodGood-21384
November 199494.4GoodGoodVery GoodGood-21384
December 199294.4GoodGoodVery GoodGood-21384
October 199096.5GoodGoodVery GoodVery Good-19456