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MCRAVEN over BCH OF BAKERS CREEK

Map 

Coordinates:
+32.30026, -90.30464
32°18'01" N, 90°18'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCRAVEN over BCH OF BAKERS CREEK
Structure number:SA2500000000115
Location:SEC 4 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$127,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201579.0Functionally obsoleteGoodGoodSatisfactory2600
February 201357.1Functionally obsoleteGoodGoodSatisfactory2600
February 201157.1Functionally obsoleteGoodGoodSatisfactory2600
February 201057.1Functionally obsoleteGoodGoodSatisfactory2600
November 200757.1Functionally obsoleteGoodGoodSatisfactory2600
December 200557.1Functionally obsoleteGoodGoodSatisfactory2600
February 200456.1Functionally obsoleteGoodGoodSatisfactory2600
February 200256.1Functionally obsoleteGoodGoodSatisfactory2600
February 200056.1Functionally obsoleteGoodGoodGood2500
March 199856.1Functionally obsoleteGoodGoodGood2500
April 199656.1Functionally obsoleteGoodGoodGood2500