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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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201699.1Not deficientGoodVery GoodVery Good10000
February 201499.1Not deficientVery GoodVery GoodVery Good10000
February 201294.0Not deficientVery GoodVery GoodVery Good10000
February 201094.0Not deficientVery GoodVery GoodVery Good10000
November 200792.0Not deficientVery GoodVery GoodVery Good10000
November 200592.0Not deficientVery GoodVery GoodVery Good10000
February 200492.0Not deficientVery GoodVery GoodVery Good10000
February 200292.0Not deficientVery GoodVery GoodVery Good10000
February 200091.7Not deficientVery GoodVery GoodVery Good12780
March 199891.7Not deficientVery GoodVery GoodVery Good12780
April 199691.7Not deficientVery GoodVery GoodVery Good12780