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MORGAN FORD RD over SHENANDOAH RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+36.58366, -80.99245
36°35'01" N, 80°59'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MORGAN FORD RD over SHENANDOAH RIVER
Structure number:000000000018794
Location:1.50 TO 661 - 0.30 TO 643
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:21.0 ft. [6.4 m]
Total length:320.9 ft. [97.8 m]
Roadway width between curbs:11.2 ft. [3.4 m]
Deck width edge-to-edge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:16
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,446 [as of 2014]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,660,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016PoorPoorPoorFair14462.0
September 2014PoorPoorPoorFair15812.0
September 2013PoorPoorPoorFair15812.0
September 2012PoorPoorPoorFair15812.0
September 2011PoorPoorPoorFair15812.0
September 2010PoorPoorPoorFair15812.0
September 2009PoorPoorPoorFair15812.0
November 2008FairFairFairFair108021.2
August 2007FairFairFairFair108721.2
August 2006FairFairFairFair105821.4
August 2005FairFairFairFair125020.0
October 2004FairFairFairFair119520.4
August 2003PoorFairFairPoor11582.0
August 2002PoorFairFairPoor9222.0
August 2001PoorFairFairPoor9442.0
August 2000PoorFairFairPoor7982.0
July 1999PoorFairFairPoor7982.0
August 1998PoorFairFairPoor7762.0
July 1997PoorFairFairPoor24592.0
July 1996PoorFairFairPoor7762.0
July 1995PoorFairFairPoor7762.0
August 1994PoorFairFairPoor5442.0
July 1993PoorFairFairPoor5442.0
July 1992PoorFairFairPoor5442.0
July 1990PoorFairFairPoor6692.0