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SH 7 Spur Log 0.85 over GULPHA CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 7 Spur Log 0.85 over GULPHA CREEK
Structure number:0000000000M1321
Location:.8 MI S OF SH 7 HOT SPRNG
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.0 ft. [11.9 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1938
Historic significance:Bridge is on the National Register of Historic Places [1]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,800 [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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:76.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$587,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory680076.6
May 2017FairSatisfactorySatisfactorySatisfactory680076.6
July 2015FairSatisfactoryFairSatisfactory660065.4
July 2013FairSatisfactoryFairSatisfactory660065.4
July 2011FairSatisfactoryFairSatisfactory880046.7
July 2009FairSatisfactoryFairSatisfactory880046.7
August 2007FairSatisfactoryFairSatisfactory740047.2
September 2005FairSatisfactorySatisfactorySatisfactory620055.1
October 2003FairSatisfactorySatisfactorySatisfactory620054.9
December 2001FairSatisfactorySatisfactorySatisfactory620054.9
October 1999FairSatisfactorySatisfactorySatisfactory540055.1
October 1997FairSatisfactorySatisfactorySatisfactory243060.9
October 1995FairSatisfactorySatisfactorySatisfactory243061.5
November 1993FairSatisfactorySatisfactorySatisfactory243061.5
January 1992FairGoodSatisfactoryGood406855.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.3963120
Substructure
Reinforced Concrete Abutmentlinear ft.85671620
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8079100
Deck
Reinforced Concrete Slabsq. ft.1,2301,230000
Wearing Surfacessq. ft.1,06694612000