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BROADWAY over CHERRY CREEK

Map

Coordinates:
+39.72693, -104.98743
39°43'37" N, 104°59'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.1,0149744000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.17,81014,7823,02800
Wearing Surfacessq. ft.17,81014,7823,02800
Substructure
Reinforced Concrete Abutmentlinear ft.2872592800
Joints
Pourable Jointlinear ft.144144000
Compression Jointlinear ft.144727200
Bearings
Pot Bearingeach1414000
Bridge Rail
Other Material Bridge Raillinear ft.5795691000