+35.49887, -79.27299
35°29'56" N, 79°16'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000001050022
Old structure number:000000000105022 (from 1992 edition)
Location:0.3 MI. E. JCT. SR1319
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:56.1 ft. [17.1 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:93.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood150093.6
October 2015GoodGoodGoodGood340082.0
October 2013GoodGoodGoodGood340082.0
October 2011GoodGoodGoodGood330082.0
November 2009GoodGoodVery GoodVery Good140094.9
April 2008GoodGoodVery GoodVery Good140094.9
January 2006GoodGoodVery GoodVery Good130094.9
November 2003GoodGoodVery GoodVery Good130094.9
January 2002GoodGoodVery GoodVery Good220093.7
September 1999GoodGoodVery GoodVery Good350082.0
June 1997GoodGoodVery GoodVery Good290082.2
August 1995GoodGoodExcellentExcellent190094.6
October 1993GoodExcellentExcellentExcellent145094.9
February 1992PoorVery GoodSatisfactoryPoor16508.5