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13TH AVE over CHERRY CREEK

Map

Coordinates:
+39.73679, -104.99627
39°44'12" N, 104°59'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:13TH AVE over CHERRY CREEK
Structure number:D-01-CC-150
Location:W 13TH AVE AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:99.7 ft. [30.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1987
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:8,095 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Sufficiency rating:76.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$578,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactoryGood809576.4
October 2014FairSatisfactorySatisfactoryGood758276.4
October 2012FairSatisfactorySatisfactoryGood758276.4
October 2010FairSatisfactorySatisfactoryGood880076.3
October 2008FairSatisfactorySatisfactoryGood925976.2
October 2006FairSatisfactorySatisfactoryGood925976.2
August 2004GoodGoodGoodGood925976.2
October 2002GoodGoodGoodGood925975.6
August 2000GoodGoodGoodGood1192275.1
December 1999GoodGoodGoodGood1192275.1
December 1998GoodGoodGoodGood1192275.1
July 1996GoodGoodGoodGood1323974.9
November 1994GoodGoodVery GoodGood1323975.2
December 1992GoodGoodVery GoodGood1323975.2
September 1990GoodGoodVery GoodGood988875.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.5958100
Reinforced Concrete Abutmentlinear ft.118111520
Joints
Other Jointlinear ft.100010000
Bridge Rail
Other Material Bridge Raillinear ft.1991732501
Deck
Reinforced Concrete Slabsq. ft.5,0804,950100300
Wearing Surfacessq. ft.5,0804,57250800