SH 7 Spur Log 0.25 over GULPHA CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 7 Spur Log 0.25 over GULPHA CREEK
Structure number:0000000000M1319
Location:1.37 MI S OF SH 7 HOT SPR
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:41.3 ft. [12.6 m]
Total length:45.3 ft. [13.8 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1938
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
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:Good [7 out of 9]
Superstructure condition:Good [7 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: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:69.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$599,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodGoodSatisfactory680069.4
May 2017FairGoodGoodSatisfactory680069.4
July 2015FairGoodGoodSatisfactory660069.4
July 2013FairGoodGoodSatisfactory660069.4
July 2011FairGoodGoodSatisfactory880054.4
July 2009FairGoodGoodSatisfactory880054.4
August 2007GoodGoodGoodGood740054.7
September 2005GoodGoodGoodGood620055.1
October 2003GoodGoodGoodGood620054.9
October 2001GoodGoodGoodGood620054.9
October 1999GoodVery GoodGoodGood540055.1
December 1997GoodVery GoodGoodGood243060.9
October 1995GoodVery GoodGoodGood243061.5
November 1993GoodVery GoodGoodGood243061.5
January 1992GoodVery GoodGoodGood613054.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Archlinear ft.4643300
Reinforced Concrete Abutmentlinear ft.6262000
Reinforced Concrete Pile Cap/Footinglinear ft.20101000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9191000
Reinforced Concrete Slabsq. ft.1,3801,380000
Wearing Surfacessq. ft.1,2191,08513400