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WASHINGTONFERRY RD over WEST END DITCH

Map 

Coordinates:
+32.39227, -86.38184
32°23'32" N, 86°22'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WASHINGTONFERRY RD over WEST END DITCH
Structure number:011241
Location:0.6 M.E.US.31
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:175 [as of 1990]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:34.1 tons [31.0 metric tons]
Sufficiency rating:91.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$402,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201691.0Not deficientGoodGoodGood175
January 201491.0Not deficientGoodGoodGood175
January 201291.0Not deficientGoodGoodGood175
January 201091.0Not deficientGoodGoodGood175
October 200891.0Not deficientGoodGoodGood175
January 200788.8Not deficientGoodGoodGood175
December 200490.5Not deficientSatisfactorySatisfactorySatisfactory175
December 200290.5Not deficientSatisfactorySatisfactorySatisfactory175
November 200090.5Not deficientSatisfactorySatisfactorySatisfactory175
February 199987.6Not deficientSatisfactorySatisfactorySatisfactory175
November 199687.4Not deficientSatisfactorySatisfactorySatisfactory175
December 199373.5Not deficientGoodGoodGood175
March 199170.5Not deficientGoodGoodGood175