Share:

James Anderson Hy. over Brick Kiln Branch

Map

Coordinates:
+37.52412, -78.75418
37°31'27" N, 78°45'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:James Anderson Hy. over Brick Kiln Branch
Structure number:000000000004021
Location:1.40-Rt.604 / 0.9-Rt 607
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.5 ft. [9.9 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:876 [as of 2014]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:67.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$702,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairSatisfactory87667.6
November 2016FairSatisfactoryFairSatisfactory87667.6
November 2014FairSatisfactoryFairSatisfactory87067.6
November 2012FairSatisfactoryFairSatisfactory76967.7
November 2010FairSatisfactorySatisfactorySatisfactory76978.5
October 2008FairSatisfactorySatisfactorySatisfactory76978.5
October 2006FairSatisfactorySatisfactorySatisfactory87878.5
October 2004FairSatisfactorySatisfactoryGood85978.5
October 2002FairSatisfactorySatisfactoryGood82976.5
November 2000FairSatisfactorySatisfactoryGood119869.9
October 1998FairSatisfactorySatisfactoryGood119869.9
October 1996FairSatisfactorySatisfactoryGood120069.9
November 1994FairSatisfactorySatisfactoryGood130069.9
October 1993FairGoodSatisfactoryGood93271.9
October 1991FairGoodSatisfactoryGood113069.9