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RED HICKORY LN. over STEELE CREEK TRIBUTARY

Map

Coordinates:
+35.14460, -80.96165
35°08'41" N, 80°57'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RED HICKORY LN. over STEELE CREEK TRIBUTARY
Structure number:000000001190560
Location:0.5 MI.E.JCT.SR1566
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:18.0 ft. [5.5 m]
Total length:37.1 ft. [11.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 1991]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:94.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 1010094.3
April 2014Fair5 out of 1010082.1
April 2012Fair5 out of 1010082.1
April 2010Fair6 out of 1010094.1
April 2008Fair6 out of 1010094.1
March 2006Fair6 out of 1010094.1
April 2004Fair6 out of 1010094.1
July 2002Fair6 out of 1010094.1
October 2000Fair6 out of 1010094.1
September 1998Fair6 out of 1010094.1
May 1991Fair6 out of 1010094.3