Share:

BRAE BURN over LARGE DITCH

Map

Coordinates:
+32.39867, -90.10597
32°23'55" N, 90°06'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 2016100.0GoodGoodVery GoodVery Good-300
February 2014100.0GoodVery GoodVery GoodVery Good-300
February 201279.5GoodVery GoodVery GoodVery Good-300
February 201079.5GoodExcellentExcellentExcellent-300
November 200779.5GoodExcellentExcellentExcellent-300
November 200579.5GoodExcellentExcellentExcellent-300
February 200479.5GoodExcellentExcellentExcellent-300
March 200284.8GoodExcellentExcellentExcellent-300
February 200079.5FairGoodGoodSatisfactory-216
March 199879.5FairGoodGoodSatisfactory-216
April 199679.5FairGoodGoodSatisfactory-216