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WARES FERRY RD over MONTGOMERY EAST DITCH

Map 

Coordinates:
+32.39286, -86.10457
32°23'34" N, 86°06'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WARES FERRY RD over MONTGOMERY EAST DITCH
Structure number:009983
Old structure number:0000000851M0420 (from 1992 edition)
Location:1.3 MI E OF W CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:24.0 ft. [7.3 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1969
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:10
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:54.7 tons [49.7 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,369,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201474.2Functionally obsoleteGoodSatisfactorySatisfactory2800
September 201274.2Functionally obsoleteGoodSatisfactorySatisfactory2800
September 201073.2Functionally obsoleteFairSatisfactorySatisfactory2800
September 200874.2Functionally obsoleteSatisfactorySatisfactorySatisfactory2800
September 200656.0Functionally obsoleteSatisfactorySatisfactorySatisfactory2800
August 200459.1Not deficientSatisfactorySatisfactoryGood2000
October 200259.1Not deficientGoodSatisfactoryGood2000
October 200059.1Not deficientGoodSatisfactoryGood2000
September 199857.0Not deficientGoodSatisfactoryGood2000
August 199656.8Not deficientGoodSatisfactoryGood2000
October 199456.8Not deficientGoodGoodGood2000
October 199255.8Not deficientGoodGoodGood2000
August 199063.2Not deficientGoodGoodGood2000