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HANCOCK EXPWY WB over SPRING CREEK

Map

Coordinates:
+38.80957, -104.79519
38°48'34" N, 104°47'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HANCOCK EXPWY WB over SPRING CREEK
Structure number:CSG-H.96-06.92W
Location:UNDER HIGHWAY 24
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:81.0 ft. [24.7 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,673 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactorySatisfactory167389.6
May 2014FairSatisfactoryGoodSatisfactory167389.6
May 2012FairSatisfactoryGoodSatisfactory229089.5
May 2010FairGoodGoodSatisfactory229089.5
March 2008FairGoodGoodSatisfactory229089.5
May 2006FairGoodGoodSatisfactory240689.5
May 2004FairGoodGoodSatisfactory240689.5
April 2002GoodGoodGoodGood173789.7
June 2000GoodGoodGoodGood173789.6
October 1999GoodGoodGoodGood173789.8
October 1998GoodGoodGoodGood173789.8
October 1996GoodGoodGoodGood344181.0
July 1994GoodGoodGoodGood344181.0
October 1992GoodGoodGoodGood344181.0
July 1990GoodGoodGoodGood858481.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8107951500
Deck
Reinforced Concrete Decksq. ft.2,4712,4215000
Wearing Surfacessq. ft.2,4712,471000
Substructure
Steel Columneach1010000
Steel Protective Coatingsq. ft.1010000
Reinforced Concrete Abutmentlinear ft.6153800
Reinforced Concrete Pier Caplinear ft.6161000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1621520100