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PALMER PARK BLVD over SAND CREEK

Map

Coordinates:
+38.85709, -104.72443
38°51'26" N, 104°43'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PALMER PARK BLVD over SAND CREEK
Structure number:CSG-L.80-10.31
Location:0.2 MI W OF POWERS BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.5 ft. [10.5 m]
Total length:150.6 ft. [45.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,727 [as of 2013]
Truck traffic:6% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:59.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,152,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairFairSatisfactory1072759.4
April 2014FairFairFairSatisfactory1072779.1
April 2012FairSatisfactorySatisfactoryGood1328091.0
May 2010FairSatisfactorySatisfactoryGood1328094.1
March 2008FairSatisfactorySatisfactoryGood1210094.3
April 2006FairGoodSatisfactoryGood1210094.3
May 2004GoodGoodGoodGood1210094.3
April 2002GoodGoodGoodGood937391.6
June 2000GoodGoodGoodGood937394.7
October 1999GoodGoodGoodGood937394.7
October 1998GoodGoodGoodGood937394.7
November 1996GoodGoodGoodGood681095.0
July 1994GoodGoodGoodGood681095.0
October 1992GoodGoodGoodGood681095.0
July 1990GoodGoodGoodGood534695.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,3112,43188000
Deck
Reinforced Concrete Decksq. ft.10,2349,72351100
Wearing Surfacessq. ft.10,2349,72351100
Substructure
Reinforced Concrete Pier Walllinear ft.2272171000
Reinforced Concrete Abutmentlinear ft.151151000
Joints
Pourable Jointlinear ft.2272032400
Bearings
Elastomeric Bearingeach176176000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.301301000
Steel Protective Coatingsq. ft.301030100