+35.28097, -80.81880
35°16'51" N, 80°49'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:000000001190416
Old structure number:000000000119416 (from 1992 edition)
Location:250 FT E JCT VALEVIEW LN.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 1990]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:98.5

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201698.5Fair6 out of 10-2000
April 201498.5Fair6 out of 10-2000
April 201298.5Good7 out of 10-2000
April 201099.5Good7 out of 10-2000
April 200899.5Good7 out of 10-2000
March 200699.5Good7 out of 10-2000
April 200499.5Good7 out of 10-2000
July 200299.5Good7 out of 10-2000
July 200099.5Good7 out of 10-2000
March 199899.5Good7 out of 10-2000
May 199699.5Good7 out of 10-2000
September 199499.6Good7 out of 10-2000
June 199299.6Good7 out of 10-2000
May 199099.6Fair6 out of 10-2000