+37.72681, -79.35505
37°43'37" N, 79°21'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000000020061
Location:0.02E 15THST0.09E 16TH ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 1981]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good7 out of 1050096.0
February 2015Good7 out of 1050096.0
February 2013Good7 out of 1050096.0
February 2011Good7 out of 1050096.0
February 2009Good7 out of 1050098.0
March 2007Good7 out of 1050098.0
May 2005Good7 out of 1050098.0
April 2003Good7 out of 1050098.0
April 2001Good7 out of 1050096.0
April 1999Good7 out of 1050096.0
July 1997Good7 out of 1050096.0
August 1995Good7 out of 1050096.0
May 1993Good7 out of 1050096.0
June 1989Good7 out of 1050096.0