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BRAE BURN over LARGE DITCH

Map

Coordinates:
+32.39867, -90.10597
32°23'55" N, 90°06'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRAE BURN over LARGE DITCH
Structure number:SA2500000000274
Location:SEC 4 T 6N R 2E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2002
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:100.0
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodVery Good300100.0
February 2016GoodGoodVery GoodVery Good300100.0
February 2014GoodVery GoodVery GoodVery Good300100.0
February 2012GoodVery GoodVery GoodVery Good30079.5
February 2010GoodExcellentExcellentExcellent30079.5
November 2007GoodExcellentExcellentExcellent30079.5
November 2005GoodExcellentExcellentExcellent30079.5
February 2004GoodExcellentExcellentExcellent30079.5
March 2002GoodExcellentExcellentExcellent30084.8
February 2000FairGoodGoodSatisfactory21679.5
March 1998FairGoodGoodSatisfactory21679.5
April 1996FairGoodGoodSatisfactory21679.5