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BRIARWOOD DR over TRIB HANGING MOSS CREEK

Map

Coordinates:
+32.37808, -90.13504
32°22'41" N, 90°08'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,000 [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:Superior to present desirable criteria [9]
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:71.9 tons [65.4 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:99.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.1GoodGoodVery GoodVery Good-10000
February 201499.1GoodVery GoodVery GoodVery Good-10000
February 201294.0GoodVery GoodVery GoodVery Good-10000
February 201094.0GoodVery GoodVery GoodVery Good-10000
November 200792.0GoodVery GoodVery GoodVery Good-10000
November 200592.0GoodVery GoodVery GoodVery Good-10000
February 200492.0GoodVery GoodVery GoodVery Good-10000
February 200292.0GoodVery GoodVery GoodVery Good-10000
February 200091.7GoodVery GoodVery GoodVery Good-12780
March 199891.7GoodVery GoodVery GoodVery Good-12780
April 199691.7GoodVery GoodVery GoodVery Good-12780