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DUQUESNE ST over SHERWOOD DITCH

Map 

Coordinates:
+32.36913, -86.24791
32°22'09" N, 86°14'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DUQUESNE ST over SHERWOOD DITCH
Structure number:008766
Old structure number:0000003451M0010 (from 1992 edition)
Location:200 FT E OF AVONDALE ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 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:5
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:600 [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:44.8 tons [40.7 metric tons]
Inventory rating:26.8 tons [24.4 metric tons]
Sufficiency rating:92.6
Estimated cost of work:$939,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201492.6Not deficient---600
May 201292.6Not deficient---600
May 201078.5Not deficient---600
June 200878.5Not deficient---600
June 200678.5Not deficient---600
June 200478.5Not deficient---600
August 200278.5Not deficient---600
May 200078.5Not deficient---600
April 199878.6Not deficient---600
June 199678.5Not deficient---600
October 199478.5Not deficient---600
October 199278.5Not deficient---600
August 199085.5Not deficient---600