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MARKET ST over CHERRY CREEK

Map

Coordinates:
+39.74779, -105.00121
39°44'52" N, 105°00'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MARKET ST over CHERRY CREEK
Structure number:D-01-CC-040A
Location:MARKET ST AT SPEER BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:39.0 ft. [11.9 m]
Total length:84.3 ft. [25.7 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
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:Good
Status:Open, no restriction [A]
Average daily traffic:15,198 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:76.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$568,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodGood1519876.2
October 2014GoodGoodGoodGood1352476.4
October 2012GoodGoodGoodGood1352476.4
October 2010GoodGoodGoodGood2235975.3
November 2008GoodGoodGoodGood2235975.3
October 2006GoodGoodGoodGood1719976.9
July 2004GoodGoodGoodGood1719976.9
October 2002GoodGoodGoodGood1719976.9
August 2000GoodGoodGoodGood4207272.9
December 1999GoodGoodGoodGood4207272.9
December 1998GoodGoodGoodGood4207272.9
July 1996GoodGoodVery GoodGood1272576.5
November 1994GoodGoodVery GoodGood1272576.8
December 1992GoodGoodVery GoodGood1272574.8
September 1990GoodGoodVery GoodVery Good977775.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.4544100
Reinforced Concrete Abutmentlinear ft.141139200
Reinforced Concrete Pier Caplinear ft.6360300
Bridge Rail
Other Material Bridge Raillinear ft.169169000
Deck
Reinforced Concrete Slabsq. ft.5,9015,8515000
Wearing Surfacessq. ft.5,9015,60529600