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10TH STREET over SPILLWAY MAURY RIVER

Map

Coordinates:
+37.72457, -79.36515
37°43'28" N, 79°21'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:10TH STREET over SPILLWAY MAURY RIVER
Structure number:000000000026836
Location:.15 MAURY PARK-.25 501
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:82.0 ft. [25.0 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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:3,386 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:79.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood338679.0
February 2015GoodGoodGoodGood338679.0
February 2013GoodGoodGoodGood262882.0
February 2011GoodGoodGoodGood262882.0
February 2009GoodVery GoodGoodGood262882.0
March 2007GoodVery GoodVery GoodVery Good-93.0
May 2005GoodVery GoodVery GoodVery Good-93.0
April 2003GoodVery GoodVery GoodVery Good-93.0
April 2001GoodVery GoodVery GoodVery Good-93.0