+35.24088, -80.71656
35°14'27" N, 80°42'60" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000001190057
Old structure number:000000000119057 (from 1992 edition)
Location:1.0 MI.S.JCT.PLAZA RD EXT
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,700 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2016Fair6 out of 10470097.6
March 2014Fair6 out of 10470097.6
April 2012Good7 out of 10360098.1
April 2010Good7 out of 10360098.1
April 2008Good7 out of 10360098.1
March 2006Good7 out of 10360098.1
April 2004Good8 out of 10360098.1
July 2002Good8 out of 10360098.1
September 2000Good8 out of 10360098.1
April 1998Good8 out of 10360098.1
May 1996Good8 out of 10360098.1
August 1994Good8 out of 10360098.1
July 1992Good8 out of 10300098.4
June 1990Good7 out of 10300098.4