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Grange Rd. SHARP over CREEK

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

Map

Coordinates:
+35.97625, -91.43469
35°58'35" N, 91°26'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Grange Rd. SHARP over CREEK
Structure number:000000000018275
Location:4.83 MI NE SH 230
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1936
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Masonry [8]
Main spans design:Arch - Deck [11]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:83 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:39.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$219,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016PoorFairPoorPoor8339.9
January 2015PoorFairPoorPoor8339.9
January 2014PoorFairPoorPoor8339.9
February 2013PoorFairPoorPoor8339.9
March 2012PoorFairPoorPoor8339.9
March 2011PoorFairPoorPoor8339.9
March 2010PoorFairPoorPoor8339.9
March 2009PoorFairPoorPoor8339.9
February 2007PoorFairPoorPoor8339.9
January 2006PoorFairPoorPoor8339.9
January 2005PoorFairPoorPoor8339.9
January 2004PoorFairPoorPoor8339.9
January 2002PoorFairPoorSerious8339.9
January 2001PoorFairPoorSerious8339.9
February 1999PoorFairSeriousSerious8339.9
February 1998PoorFairSeriousSerious8339.9
February 1997PoorFairSeriousSerious8339.9
February 1996PoorFairSeriousSerious8339.9
February 1995PoorFairSeriousSerious8339.9
February 1993PoorFairSeriousSerious8342.5
February 1992PoorSatisfactorySeriousSerious8343.5