S-7-79 over JARVIS CREEK


+32.21063, -80.74659
32°12'38" N, 80°44'48" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-7-79 over JARVIS CREEK
Structure number:000000000002137
Old structure number:000770007900100 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:482.0 ft. [146.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2018
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,700 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:97.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodVery GoodVery Good570097.7
August 2017PoorSatisfactorySatisfactoryPoor570030.9
August 2016PoorSatisfactorySatisfactoryPoor610030.5
August 2015PoorSatisfactorySatisfactoryPoor540023.0
August 2014FairSatisfactorySatisfactoryFair610042.5
August 2013FairSatisfactorySatisfactoryFair600042.6
November 2012PoorSatisfactorySatisfactoryPoor550022.8
September 2011PoorSatisfactorySatisfactoryPoor610021.3
November 2010PoorSatisfactorySatisfactoryPoor600021.6
October 2009PoorSatisfactorySatisfactoryPoor600021.6
November 2007PoorSatisfactorySatisfactoryPoor590021.8
September 2005PoorSatisfactorySatisfactoryPoor570022.3
June 1999FairSatisfactorySatisfactorySatisfactory440055.0
September 1991GoodVery GoodVery GoodVery Good288156.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Pileeach8888000
Reinforced Concrete Pier Caplinear ft.560560000
Compression Jointlinear ft.7272000
Elastomeric Bearingeach1313000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.964096400
Reinforced Concrete Slabsq. ft.20,72620,726000