SH 7 Spur Log 0.83 over GULPHA CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 7 Spur Log 0.83 over GULPHA CREEK
Structure number:0000000000M1320
Location:1.0 MI S OF SH 7 AT HOT S
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:1939
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 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]
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:76.5
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 2018FairSatisfactorySatisfactorySatisfactory680076.5
May 2017FairSatisfactorySatisfactorySatisfactory680076.5
July 2015FairSatisfactorySatisfactorySatisfactory660076.5
July 2013FairSatisfactorySatisfactorySatisfactory660076.5
July 2011FairSatisfactorySatisfactorySatisfactory880055.4
July 2009FairSatisfactorySatisfactorySatisfactory880055.4
August 2007FairSatisfactoryFairSatisfactory740047.2
September 2005FairSatisfactoryFairSatisfactory620047.6
October 2003FairSatisfactoryFairSatisfactory620047.4
October 2001FairSatisfactoryFairSatisfactory620047.4
October 1999FairSatisfactoryFairSatisfactory540046.6
October 1997FairSatisfactoryFairSatisfactory243049.8
October 1995FairSatisfactoryFairSatisfactory243050.4
November 1993FairSatisfactoryFairSatisfactory243050.4
January 1992FairGoodSatisfactoryGood406854.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Archlinear ft.40142600
Reinforced Concrete Abutmentlinear ft.8508500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9084060
Reinforced Concrete Slabsq. ft.1,2301,230000