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BEASLEY ROAD over HANGING MOSS CREEK

Map 

Coordinates:
+32.38522, -90.21527
32°23'07" N, 90°12'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BEASLEY ROAD over HANGING MOSS CREEK
Structure number:SA2500000000199
Location:SEC 5 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans 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 

Status:Open, no restriction [A]
Average daily traffic:7,800 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$230,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201679.6Functionally obsoleteGoodGoodGood7800
February 201479.6Functionally obsoleteGoodVery GoodGood7800
February 201279.6Functionally obsoleteVery GoodVery GoodGood7800
February 201079.6Functionally obsoleteVery GoodVery GoodGood7800
November 200779.6Functionally obsoleteVery GoodVery GoodGood7800
November 200579.6Functionally obsoleteVery GoodVery GoodGood7800
February 200479.6Functionally obsoleteVery GoodVery GoodGood7800
January 200278.6Functionally obsoleteVery GoodVery GoodGood7800
February 200091.3Not deficientVery GoodVery GoodVery Good1600
March 199891.3Not deficientVery GoodVery GoodVery Good1600
April 199691.3Not deficientVery GoodVery GoodVery Good1600