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RAYON DR over JACKSON RIVER

Map

Coordinates:
+37.76095, -80.00085
37°45'39" N, 80°00'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAYON DR over JACKSON RIVER
Structure number:000000000020149
Location:1.06 TO 64 & .71 TO 18
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:70.9 ft. [21.6 m]
Total length:269.0 ft. [82.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:3,601 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:47.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$5,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018PoorPoorPoorSatisfactory360147.5
December 2016FairFairSatisfactorySatisfactory360174.7
December 2014FairFairSatisfactorySatisfactory360174.7
December 2012FairFairSatisfactorySatisfactory200078.3
December 2010FairFairSatisfactorySatisfactory200079.3
January 2009FairFairSatisfactorySatisfactory200079.3
March 2007FairFairSatisfactoryGood200079.3
March 2005FairFairSatisfactoryGood200080.3
February 2003FairSatisfactorySatisfactoryGood200062.2
March 2001FairSatisfactorySatisfactoryGood200062.2
February 1999FairSatisfactorySatisfactoryGood200062.2
January 1997GoodGoodGoodGood200062.2
February 1995GoodGoodGoodGood200062.2
July 1991PoorPoorSeriousFair20009.8
October 1990PoorPoorFairFair200048.8