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SHENANDOAH AVE over BRANCH

Map

Coordinates:
+37.28243, -79.97632
37°16'57" N, 79°58'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHENANDOAH AVE over BRANCH
Structure number:000000000021635
Location:0.6 24TH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.3 ft. [6.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1993
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,075 [as of 2014]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:77.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$58,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Good7 out of 10907577.9
September 2015Good7 out of 10907577.9
September 2013Good7 out of 10920077.9
September 2011Good7 out of 10930078.9
September 2009Good7 out of 10980078.8
September 2007Good7 out of 10980078.8
September 2005Good7 out of 10980078.8
September 2003Good7 out of 10980079.8
September 2001Good7 out of 10980077.8
August 1999Good7 out of 10980077.8
September 1997PoorN out of 10980010.9
June 1996Good8 out of 10980046.0
April 1994-N out of 10980046.5