+37.28833, -79.88810
37°17'18" N, 79°53'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000000021608
Location:0040KING ST. 0030NCL VNTO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:39.0 ft. [11.9 m]
Total length:77.4 ft. [23.6 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:60°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:800 [as of 1992]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:82.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$21,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairVery GoodVery GoodSatisfactory80082.8
August 2015FairVery GoodVery GoodSatisfactory80082.8
August 2013FairVery GoodVery GoodSatisfactory80082.8
April 2012FairVery GoodVery GoodSatisfactory80073.9
August 2010FairSatisfactorySatisfactorySatisfactory80070.9
August 2008FairGoodGoodSatisfactory80070.9
August 2006FairGoodGoodSatisfactory80070.9
September 2004FairGoodGoodSatisfactory80070.9
September 2002FairGoodGoodSatisfactory80073.9
September 2000FairGoodGoodSatisfactory80071.9
September 1998FairGoodGoodSatisfactory80071.9
August 1996FairVery GoodGoodSatisfactory80071.9
September 1994FairFairGoodSatisfactory80070.0
September 1992FairSatisfactoryVery GoodSatisfactory80072.0
October 1990FairSatisfactoryVery GoodSatisfactory22279.7