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ROBINS RD over SHERWOOD DITCH

Map 

Coordinates:
+32.35000, -86.28333
32°21'00" N, 86°16'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

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]
Operating rating:53.7 tons [48.8 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:98.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$570,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201498.1Not deficient---400
June 201298.1Not deficient---400
June 201079.5Not deficient---400
June 200879.5Not deficient---400
June 200679.5Not deficient---400
June 200479.5Not deficient---400
August 200279.5Not deficient---400
May 200079.5Not deficient---400
April 199879.7Not deficient---400
May 199679.5Not deficient---400
October 199479.5Not deficient---400
October 199279.5Not deficient---400
August 199086.5Not deficient---400