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BARNES ROAD EB over SAND CREEK

Map

Coordinates:
+38.89872, -104.70649
38°53'55" N, 104°42'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:72.6 tons [66.0 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201669.1GoodGoodGoodGoodFO7303
April 201469.1GoodGoodGoodGoodFO7303
April 201269.2GoodGoodGoodGoodFO6557
April 201088.5GoodGoodGoodGood-6557
March 200889.7GoodVery GoodGoodGood-4834
April 200689.7GoodVery GoodGoodGood-4834
May 200487.7GoodVery GoodVery GoodGood-4834
April 200290.1GoodVery GoodVery GoodVery Good-1948
May 200089.7GoodVery GoodVery GoodGood-1948
October 199998.4GoodVery GoodVery GoodVery Good-1948
October 199898.4GoodVery GoodVery GoodVery Good-1948
November 199698.5GoodVery GoodVery GoodVery Good-711
July 199498.5GoodVery GoodVery GoodVery Good-711
October 199298.5GoodVery GoodVery GoodVery Good-711
July 199098.5GoodVery GoodVery GoodVery Good-759