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Old Riverside Dr. over Sandy River

Map

Coordinates:
+36.58960, -79.42080
36°35'23" N, 79°25'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Old Riverside Dr. over Sandy River
Structure number:000000000020176
Location:0.4 to Mt.Cross-0.0 to 58
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:97.1 ft. [29.6 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1984
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 continuous [4]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,384 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:72.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,282,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodGoodSatisfactory438472.5
January 2015FairGoodGoodSatisfactory430077.5
January 2013GoodGoodGoodGood410077.5
February 2011GoodGoodGoodGood520077.4
February 2009FairGoodGoodSatisfactory520077.4
February 2007FairGoodGoodSatisfactory520077.4
February 2005FairGoodGoodSatisfactory520077.4
March 2003FairSatisfactorySatisfactorySatisfactory520078.4
March 2001GoodGoodGoodVery Good520080.4
February 1999GoodGoodGoodVery Good520080.4
January 1999GoodGoodGoodVery Good520080.4
December 1996GoodGoodGoodVery Good520080.4
December 1994GoodVery GoodGoodVery Good520080.5
June 1992GoodVery GoodVery GoodVery Good520080.5
June 1990GoodVery GoodVery GoodVery Good520080.5