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PRIMOS AVE over TRIB OF LYNCH CREEK

Map

Coordinates:
+32.30866, -90.23492
32°18'31" N, 90°14'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PRIMOS AVE over TRIB OF LYNCH CREEK
Structure number:SA2500000000122
Location:SEC 6 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
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:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:420 [as of 2015]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:24.8 tons [22.5 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:79.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$86,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201779.5GoodGoodGoodGood-420
February 201579.5GoodGoodGoodGood-420
February 201379.5GoodGoodGoodGood-420
February 201179.5GoodGoodGoodGood-420
February 201079.5GoodGoodGoodGood-420
November 200778.5GoodGoodGoodGood-420
November 200568.5FairGoodGoodFair-360
February 200468.5FairGoodGoodFair-360
February 200269.5FairGoodGoodFair-360
February 200079.5GoodGoodGoodGood-350
March 199879.5GoodGoodGoodGood-350
April 199679.5GoodGoodGoodGood-350