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MORSON RD over TRIB LYNCH CREEK

Map 

Coordinates:
+32.31096, -90.26133
32°18'39" N, 90°15'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MORSON RD over TRIB LYNCH CREEK
Structure number:SA2500000000101
Location:SEC 1 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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 2015 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:60.3 tons [54.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$83,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201599.0Not deficientGoodGoodSatisfactory80
February 201378.5Not deficientGoodGoodSatisfactory80
February 201176.5Not deficientGoodGoodSatisfactory80
February 201076.5Not deficientVery GoodVery GoodSatisfactory80
November 200765.0Not deficientVery GoodVery GoodSatisfactory520
November 200554.9Not deficientVery GoodVery GoodFair700
February 200454.9Not deficientVery GoodVery GoodFair700
March 200253.9Not deficientVery GoodVery GoodFair700
February 200063.9Not deficientVery GoodVery GoodSatisfactory680
March 199863.9Not deficientVery GoodVery GoodSatisfactory680
April 199663.9Not deficientVery GoodVery GoodSatisfactory680