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EAST HAVEN ST over SHERWOOD DITCH

Map 

Coordinates:
+32.36667, -86.25000
32°22'00" N, 86°15'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST HAVEN ST over SHERWOOD DITCH
Structure number:004325
Old structure number:0000001951M0020 (from 1992 edition)
Location:5.6 MI.N.OF S.CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
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:4
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:1,200 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:52.8 tons [48.0 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:81.9
Estimated cost of work:$999,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.9Not deficient---1200
April 201292.9Not deficient---1200
June 201092.9Not deficient---1200
June 200873.6Not deficient---1200
June 200673.6Not deficient---1200
June 200473.6Not deficient---1200
August 200273.6Not deficient---1200
May 200073.6Not deficient---1200
May 199873.7Not deficient---1200
May 199673.5Not deficient---1200
September 199474.1Not deficient---1200
October 199274.1Not deficient---1200
August 199081.2Not deficient---1200