Share:

10TH STREET over MAURY RIVER

Map

Coordinates:
+37.72578, -79.36587
37°43'33" N, 79°21'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:10TH STREET over MAURY RIVER
Structure number:000000000020059
Location:0.10 MAURY PK-0.30 RT 501
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.2 ft. [22.6 m]
Total length:293.0 ft. [89.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1971
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:4
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:3,386 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$50,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory338679.0
February 2015FairSatisfactorySatisfactorySatisfactory338679.0
February 2013FairSatisfactorySatisfactorySatisfactory225087.3
February 2011FairSatisfactorySatisfactorySatisfactory225087.3
February 2009FairSatisfactorySatisfactorySatisfactory225087.3
March 2007FairSatisfactorySatisfactorySatisfactory225087.3
May 2005FairSatisfactorySatisfactorySatisfactory225087.3
April 2003FairSatisfactorySatisfactorySatisfactory225087.3
April 2001FairSatisfactorySatisfactorySatisfactory225089.3
May 1999FairGoodSatisfactoryGood225089.3
May 1997FairGoodSatisfactoryGood225089.3
August 1995FairGoodSatisfactoryGood193990.5
May 1993FairGoodSatisfactoryGood193990.5
June 1989FairGoodSatisfactoryGood193990.5