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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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 1988]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Good7 out of 101000083.9
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