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WARES FERRY RD over EASTDALE DITCH

Map 

Coordinates:
+32.40533, -86.18216
32°24'19" N, 86°10'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WARES FERRY RD over EASTDALE DITCH
Structure number:009325
Old structure number:0000000851M0290 (from 1992 edition)
Location:0.8 MI.E.OF W.CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 1991]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:97.9 tons [89.0 metric tons]
Inventory rating:97.9 tons [89.0 metric tons]
Sufficiency rating:96.6
Estimated cost of work:$1,128,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201496.6Not deficient---6000
October 201296.6Not deficient---6000
October 201096.6Not deficient---6000
October 200874.6Not deficient---6000
October 200674.6Not deficient---6000
August 200474.6Not deficient---6000
August 200274.6Not deficient---6000
June 200074.6Not deficient---6000
June 199874.4Not deficient---6000
June 199674.2Not deficient---6000
October 199474.0Not deficient---6000
October 199274.0Not deficient---6000
August 199081.3Not deficient---6000