I85,SR2179&SR2180 over STEWART CREEK


+35.26881, -80.86606
35°16'08" N, 80°51'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I85,SR2179&SR2180 over STEWART CREEK
Structure number:000000001190218
Location:0.5 MI. S. JCT. SR2074
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:11.2 ft. [3.4 m]
Total length:25.9 ft. [7.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1984
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:112,000 [as of 2013]
Truck traffic:16% of total traffic
Structural 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:43.9 tons [39.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:60.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201660.5Fair6 out of 10-112000
July 201451.8Fair5 out of 10-107000
July 201250.8Fair5 out of 10-54000
August 201062.5Fair6 out of 10-109000
September 200862.5Fair6 out of 10-121000
September 200662.5Fair6 out of 10-116000
December 200366.4Fair6 out of 10-11000
April 200262.5Fair6 out of 10-106000
February 200070.0Fair6 out of 10-98400
December 199170.0Fair6 out of 10-62900