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SECOND STREET over SOUTH RIVER

Waynesboro, Virginia

Map

Coordinates:
+38.07883, -78.87614
38°04'44" N, 78°52'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SECOND STREET over SOUTH RIVER
Structure number:000000000022292
Location:0002AUG AVE 0037ASH ST
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:59.1 ft. [18.0 m]
Total length:117.1 ft. [35.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1969
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: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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,671 [as of 2014]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:65.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$95,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairSatisfactory367165.9
February 2015FairSatisfactoryFairSatisfactory367165.9
February 2013FairSatisfactoryFairSatisfactory554464.8
February 2011FairSatisfactoryFairSatisfactory554464.8
February 2009FairSatisfactorySatisfactorySatisfactory554476.3
March 2007FairSatisfactorySatisfactorySatisfactory554476.3
November 2005GoodGoodGoodGood554478.3
July 2003GoodGoodGoodGood554478.3
December 2001GoodGoodGoodGood554478.3
November 1999GoodGoodGoodGood554478.3
September 1997GoodGoodGoodGood554478.3
October 1995GoodGoodGoodGood200080.0
September 1994GoodGoodGoodGood200080.0
October 1991GoodGoodGoodGood200080.0
September 1989GoodGoodGoodGood200080.0