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SR5383 over DOBY CREEK

Map 

Coordinates:
+35.29333, -80.77167
35°17'36" N, 80°46'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR5383 over DOBY CREEK
Structure number:000000001190812
Location:0.3 MI. W. JCT. I85
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.2 ft. [3.4 m]
Total length:23.0 ft. [7.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2012]
Truck traffic:6% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:70.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201470.7Not deficient---11000
August 201271.5Not deficient---7500
August 201083.8Not deficient---6800
September 200883.9Not deficient---6500
September 200683.3Not deficient---10000
September 200483.3Not deficient---10000
June 200283.3Not deficient---10000