SH 7 Spur Log 0.85 over GULPHA CREEK


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.
Reinforced Concrete Archlinear ft.3963120
Reinforced Concrete Abutmentlinear ft.85671620
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8079100
Reinforced Concrete Slabsq. ft.1,2301,230000
Wearing Surfacessq. ft.1,06694612000