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BARNES ROAD EB over SAND CREEK

Map

Coordinates:
+38.89850, -104.70696
38°53'55" N, 104°42'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BARNES ROAD EB over SAND CREEK
Structure number:CSG-M.55-12.81E
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:7,303 [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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:69.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$540,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodGood730369.1
April 2014GoodGoodGoodGood730369.1
April 2012GoodGoodGoodGood655769.2
April 2010GoodGoodGoodGood655788.5
March 2008GoodVery GoodGoodGood483489.7
April 2006GoodVery GoodGoodGood483489.7
May 2004GoodVery GoodVery GoodGood483487.7
April 2002GoodVery GoodVery GoodVery Good194890.1
May 2000GoodVery GoodVery GoodGood194889.7
October 1999GoodVery GoodVery GoodVery Good194898.4
October 1998GoodVery GoodVery GoodVery Good194898.4
November 1996GoodVery GoodVery GoodVery Good71198.5
July 1994GoodVery GoodVery GoodVery Good71198.5
October 1992GoodVery GoodVery GoodVery Good71198.5
July 1990GoodVery GoodVery GoodVery Good75998.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.900900000
Deck
Reinforced Concrete Decksq. ft.5,8474,85399400
Wearing Surfacessq. ft.5,8474,85399400
Substructure
Reinforced Concrete Abutmentlinear ft.10397600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.129129000
Other Material Bridge Raillinear ft.2572421500