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BARNES ROAD WB over SAND CREEK

Map

Coordinates:
+38.89867, -104.70685
38°53'55" N, 104°42'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BARNES ROAD WB over SAND CREEK
Structure number:CSG-M.55-12.81W
Location:0.8 MI E OF POWERS BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.1 ft. [37.2 m]
Total length:128.6 ft. [39.2 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1985
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,493 [as of 2013]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:66.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$540,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodGood749366.3
April 2014GoodGoodGoodGood749366.3
April 2012GoodGoodGoodGood638866.5
April 2010GoodGoodGoodGood638885.8
March 2008GoodVery GoodGoodGood473686.0
April 2006GoodVery GoodGoodGood473686.0
May 2004GoodVery GoodVery GoodGood473686.0
April 2002GoodVery GoodVery GoodVery Good212186.2
May 2000GoodVery GoodVery GoodGood212185.7
October 1999GoodVery GoodVery GoodVery Good212196.7
October 1998GoodVery GoodVery GoodVery Good212196.7
November 1996GoodVery GoodVery GoodVery Good67596.8
July 1994GoodVery GoodVery GoodVery Good67596.8
October 1992GoodVery GoodVery GoodVery Good67596.8
July 1990GoodVery GoodVery GoodVery Good75996.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.900897300
Deck
Reinforced Concrete Decksq. ft.5,8474,85399400
Wearing Surfacessq. ft.5,8474,85399400
Substructure
Reinforced Concrete Abutmentlinear ft.103881500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.129129000
Other Material Bridge Raillinear ft.257257000