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BRIARWOOD DR over TRIB HANGING MOSS CREEK

Map

Coordinates:
+32.38025, -90.16017
32°22'49" N, 90°09'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRIARWOOD DR over TRIB HANGING MOSS CREEK
Structure number:SA2500000000208
Location:SEC 11 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:80.1 ft. [24.4 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2016]
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:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:99.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodVery GoodVery Good1000099.1
February 2016GoodGoodVery GoodVery Good1000099.1
February 2014GoodVery GoodVery GoodVery Good1000099.1
February 2012GoodVery GoodVery GoodVery Good1000094.0
February 2010GoodVery GoodVery GoodVery Good1000094.0
November 2007GoodVery GoodVery GoodVery Good1000092.0
November 2005GoodVery GoodVery GoodVery Good1000092.0
February 2004GoodVery GoodVery GoodVery Good1000092.0
February 2002GoodVery GoodVery GoodVery Good1000092.0
February 2000GoodVery GoodVery GoodVery Good1278091.7
March 1998GoodVery GoodVery GoodVery Good1278091.7
April 1996GoodVery GoodVery GoodVery Good1278091.7