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HEBRON STREET over KING BRANCH CREEK

Map

Coordinates:
+35.12747, -80.88555
35°07'39" N, 80°53'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HEBRON STREET over KING BRANCH CREEK
Structure number:000000001190557
Location:0.1MI.W.JCT.ENGLAND ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.0 ft. [7.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1987
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 1988]
Truck traffic:7% 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 minimum criteria [6]
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]
Sufficiency rating:72.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Fair5 out of 101000072.7
May 2014Fair5 out of 101000072.7
May 2012Fair5 out of 101000072.7
May 2010Good7 out of 101000083.9
July 2008Good7 out of 101000083.9
April 2006Good7 out of 101000083.9
April 2004Good7 out of 101000083.9
July 2002Good7 out of 101000083.9
July 2000Good7 out of 101000083.9
March 1998Good7 out of 101000083.9
May 1990Good7 out of 101000099.3