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HEBRON STREET over KING BRANCH CREEK

Map 

Coordinates:
+35.12732, -80.88515
35°07'38" N, 80°53'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:Local (Urban) [19]
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]
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 2014 

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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:72.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201472.7Not deficient---10000
May 201272.7Not deficient---10000
May 201083.9Not deficient---10000
July 200883.9Not deficient---10000
April 200683.9Not deficient---10000
April 200483.9Not deficient---10000
July 200283.9Not deficient---10000
July 200083.9Not deficient---10000
March 199883.9Not deficient---10000
May 199099.3Not deficient---10000