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SH 7 Spur Log 1.47 over GULPHA CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 7 Spur Log 1.47 over GULPHA CREEK
Structure number:0000000000M1322
Location:0.5 MI SO OF JCT SH 7
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1973
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:6,500 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 desirable criteria [8]
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:64.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$534,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairFair650064.9
May 2017FairSatisfactoryFairSatisfactory650064.9
July 2015FairSatisfactoryFairSatisfactory770064.7
July 2013FairSatisfactoryFairSatisfactory770064.7
July 2011FairSatisfactoryFairSatisfactory620047.6
July 2009FairSatisfactoryFairSatisfactory620047.6
August 2007FairSatisfactoryFairSatisfactory660047.5
September 2005FairSatisfactoryFairSatisfactory560047.8
October 2003PoorSatisfactoryFairPoor560031.1
October 2001PoorSatisfactoryFairPoor560031.1
October 1999FairSatisfactoryFairSatisfactory480047.9
October 1997FairSatisfactoryFairSatisfactory221050.9
October 1995FairSatisfactoryFairSatisfactory221051.5
November 1993FairSatisfactoryFairSatisfactory221051.5
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.2001730
Substructure
Reinforced Concrete Abutmentlinear ft.6864400
Reinforced Concrete Pile Cap/Footinglinear ft.6800680
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4443100
Deck
Reinforced Concrete Slabsq. ft.660660000
Wearing Surfacessq. ft.60449211200