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KATHERINE KIKER RD over BACK CREEK

Map 

Coordinates:
+35.29419, -80.71765
35°17'39" N, 80°43'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KATHERINE KIKER RD over BACK CREEK
Structure number:000000001190547
Location:0.1 MI.W.JCT.KAYCE LN.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:100 [as of 1990]
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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201494.3Not deficient---100
April 201294.3Not deficient---100
April 201094.1Not deficient---100
April 200894.1Not deficient---100
March 200694.1Not deficient---100
April 200494.1Not deficient---100
July 200294.1Not deficient---100
August 200094.1Not deficient---100
April 199894.1Not deficient---100
April 199094.3Not deficient---100