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MURRAY BOULEVARD over WEST FORK SAND CREEK

Map

Coordinates:
+38.85144, -104.74788
38°51'05" N, 104°44'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MURRAY BOULEVARD over WEST FORK SAND CREEK
Structure number:CSG-K.46-09.92A
Location:.35 S OF PALMER PARK BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:59.4 ft. [18.1 m]
Total length:66.3 ft. [20.2 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,839 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.1
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodSatisfactoryGood1083990.1
May 2016FairGoodSatisfactoryGood57091.1
May 2014FairGoodSatisfactoryGood57091.1
June 2012GoodGoodGoodGood1593789.6
June 2010GoodGoodGoodGood1593789.6
March 2008GoodGoodGoodGood1299089.9
April 2006GoodGoodGoodGood1299089.9
May 2004GoodGoodGoodGood1299089.9
April 2002GoodVery GoodVery GoodVery Good1601190.0
June 2000GoodGoodVery GoodVery Good1601189.9
October 1999GoodGoodVery GoodVery Good1601189.9
October 1998GoodGoodVery GoodVery Good1601189.9
November 1996GoodVery GoodVery GoodVery Good1572788.9
July 1994GoodVery GoodVery GoodExcellent1572789.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3241,3042000
Deck
Reinforced Concrete Top Flangesq. ft.5,2964,81448200
Wearing Surfacessq. ft.5,2965,296000
Substructure
Reinforced Concrete Abutmentlinear ft.185182300
Bearings
Elastomeric Bearingeach2013700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.132132000
Steel Protective Coatingsq. ft.132013200
Reinforced Concrete Bridge Raillinear ft.132132000