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HOLDEN ST over LYNCH CREEK

Map 

Coordinates:
+32.32241, -90.23992
32°19'21" N, 90°14'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOLDEN ST over LYNCH CREEK
Structure number:SA2500000000249
Location:SEC 31 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1956
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:Fair
Status:Open, no restriction [A]
Average daily traffic:180 [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:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:24.8 tons [22.5 metric tons]
Inventory rating:18.8 tons [17.1 metric tons]
Sufficiency rating:75.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$101,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201775.5FairGoodGoodSatisfactoryFO180
February 201675.5FairGoodGoodSatisfactoryFO180
February 201575.5FairGoodGoodSatisfactoryFO180
February 201475.5FairGoodGoodSatisfactoryFO180
February 201275.5GoodGoodGoodGoodFO180
February 201075.5GoodGoodGoodGoodFO180
November 200777.5FairGoodGoodSatisfactory-280
November 200577.5FairGoodGoodSatisfactory-280
February 200477.5FairGoodGoodSatisfactory-280
February 200277.5FairGoodGoodSatisfactory-200
February 200079.5GoodGoodGoodGood-180
March 199879.5GoodGoodGoodGood-180
April 199679.5GoodGoodGoodGood-180