Share:

MORSON RD over TRIB LYNCH CREEK

Map

Coordinates:
+32.31097, -90.26139
32°18'39" N, 90°15'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2015]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodSatisfactory8099.0
February 2015FairGoodGoodSatisfactory8099.0
February 2013FairGoodGoodSatisfactory8078.5
February 2011FairGoodGoodSatisfactory8076.5
February 2010FairVery GoodVery GoodSatisfactory8076.5
November 2007FairVery GoodVery GoodSatisfactory52065.0
November 2005FairVery GoodVery GoodFair70054.9
February 2004FairVery GoodVery GoodFair70054.9
March 2002FairVery GoodVery GoodFair70053.9
February 2000FairVery GoodVery GoodSatisfactory68063.9
March 1998FairVery GoodVery GoodSatisfactory68063.9
April 1996FairVery GoodVery GoodSatisfactory68063.9