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ROBINS RD over SHERWOOD DITCH

Map

Coordinates:
+32.36500, -86.29333
32°21'54" N, 86°17'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROBINS RD over SHERWOOD DITCH
Structure number:008742
Old structure number:0000002251M0010 (from 1992 edition)
Location:6.6 MI E.OF W.CITY LIMITS
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]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:400 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$413,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Fair6 out of 1040098.1
June 2016Fair6 out of 1040098.1
June 2014Fair6 out of 1040098.1
June 2012Fair6 out of 1040098.1
June 2010Fair6 out of 1040079.5
June 2008Fair6 out of 1040079.5
June 2006Fair6 out of 1040079.5
June 2004Good7 out of 1040079.5
August 2002Good7 out of 1040079.5
May 2000Good7 out of 1040079.5
April 1998Good7 out of 1040079.7
May 1996Good7 out of 1040079.5
October 1994Good7 out of 1040079.5
October 1992Good7 out of 1040079.5
August 1990Good7 out of 1040086.5