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DRENNAN ROAD over JIMMY CAMP CREEK

Map

Coordinates:
+38.78101, -104.65066
38°46'52" N, 104°39'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DRENNAN ROAD over JIMMY CAMP CREEK
Structure number:CSG-R.73-05.00
Location:0.5 MI E MARKSHEFFEL RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:60.4 ft. [18.4 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:448 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:62.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairFairSatisfactory44862.2
May 2014FairFairFairSatisfactory44862.2
June 2012FairFairFairSatisfactory27163.3
June 2010FairFairFairSatisfactory27163.3
March 2008FairFairFairSatisfactory37963.2
April 2006FairFairFairSatisfactory37963.2
May 2004FairSatisfactorySatisfactorySatisfactory37974.3
April 2002FairGoodSatisfactoryGood28675.1
June 2000FairSatisfactoryGoodGood28674.9
September 1999GoodGoodGoodGood28674.0
September 1998GoodGoodGoodGood28674.0
October 1996FairGoodSatisfactoryGood20574.3
May 1994FairGoodSatisfactoryGood20574.3
August 1992FairGoodSatisfactoryGood20571.3
August 1990FairGoodSatisfactoryGood19872.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.60526534000
Deck
Reinforced Concrete Decksq. ft.1,81501,81500
Wearing Surfacessq. ft.1,81501,81500
Substructure
Steel Columneach1501050
Steel Protective Coatingsq. ft.1500015
Reinforced Concrete Abutmentlinear ft.6052080
Reinforced Concrete Pier Caplinear ft.9090000
Joints
Open Jointlinear ft.3026004
Other Jointlinear ft.30315914400
Bearings
Elastomeric Bearingeach2001910
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.121121000
Steel Protective Coatingsq. ft.121121000