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PRATT HWY over BRANCH

Map 

Coordinates:
+33.54574, -86.89963
33°32'45" N, 86°53'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PRATT HWY over BRANCH
Structure number:000282
Location:PRATT HWY * MORGAN STR
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:92.2 ft. [28.1 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1925
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Posted for load [P]
Average daily traffic:2,500 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:22.4 tons [20.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:49.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$963,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201449.2Functionally obsoleteSatisfactorySatisfactoryFair2500
October 201350.2Functionally obsoleteSatisfactorySatisfactoryFair2500
September 201250.2Functionally obsoleteSatisfactorySatisfactoryFair2500
March 201252.3Functionally obsoleteSatisfactorySatisfactoryFair2500
September 201032.0Structurally deficientSatisfactorySatisfactoryFair2500
September 200832.0Structurally deficientSatisfactorySatisfactoryFair2500
May 200632.0Structurally deficientSatisfactorySatisfactoryFair2500
November 200432.0Structurally deficientSatisfactorySatisfactoryFair2500
July 200232.5Structurally deficientSatisfactorySatisfactoryFair2000
August 200032.5Structurally deficientSatisfactorySatisfactoryFair2000
October 199832.2Structurally deficientSatisfactorySatisfactoryFair1900
October 199632.0Structurally deficientSatisfactorySatisfactoryFair1900
December 199431.8Structurally deficientSatisfactorySatisfactoryFair1900
November 199231.8Structurally deficientSatisfactorySatisfactoryFair1900