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LOCKHART ROAD over BRANCH OF CEDAR CREEK

Map

Coordinates:
+34.45142, -86.88811
34°27'05" N, 86°53'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCKHART ROAD over BRANCH OF CEDAR CREEK
Structure number:007160
Old structure number:0000017952112Z0 (from 1992 edition)
Location:0.4 MI E I65
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:975 [as of 2007]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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:96.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$366,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2016Good7 out of 1097596.5
October 2014Good7 out of 1097596.5
October 2012Good7 out of 1097596.5
December 2010Good7 out of 1097596.5
November 2008Good7 out of 1097596.5
February 2007Good7 out of 1097589.3
November 2004Good7 out of 1070089.4
October 2002Good7 out of 1070089.4
October 2000Good7 out of 1070089.4
December 1998Fair5 out of 1070078.3
April 1997Good7 out of 1070089.4
June 1995Good7 out of 1070089.1
September 1992Good7 out of 1070089.1
February 1991Good7 out of 1070077.7