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SPEER BLVD over CHERRY CREEK

Map

Coordinates:
+39.74621, -105.00033
39°44'46" N, 105°00'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPEER BLVD over CHERRY CREEK
Structure number:D-01-CC-060
Location:SPEER BLVD AT LAWRENCE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:113.2 ft. [34.5 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:64°
Owner:City or Municipal Highway Agency [04]
Year built:1981
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:Box beam or girders - Multiple [05]
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:26,672 [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:74.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,898,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodGood2667274.0
October 2014GoodGoodGoodGood2224674.6
October 2012GoodGoodGoodGood2224674.6
October 2010GoodGoodGoodVery Good2706574.0
October 2008GoodGoodGoodVery Good2706574.0
October 2006GoodGoodGoodVery Good2364374.4
July 2004GoodGoodGoodVery Good2364374.4
November 2002GoodGoodGoodVery Good2364373.8
August 2000GoodGoodGoodVery Good2294873.7
December 1999GoodGoodGoodVery Good2294873.7
December 1998GoodGoodGoodVery Good2294873.7
July 1996GoodGoodGoodGood2132873.9
November 1994FairGoodSatisfactoryGood2132875.9
December 1992FairGoodSatisfactoryGood2132873.9
September 1990FairVery GoodSatisfactoryVery Good2827673.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,1602,1352500
Deck
Reinforced Concrete Decksq. ft.17,76017,760000
Wearing Surfacessq. ft.17,76015,9841,77600
Substructure
Reinforced Concrete Pier Walllinear ft.120115500
Reinforced Concrete Abutmentlinear ft.338338000
Bridge Rail
Other Material Bridge Raillinear ft.4804641600