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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 2016 

Status:Open, no restriction [A]
Average daily traffic:180 [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: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 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 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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201675.5Functionally obsoleteGoodGoodSatisfactory180
February 201575.5Functionally obsoleteGoodGoodSatisfactory180
February 201475.5Functionally obsoleteGoodGoodSatisfactory180
February 201275.5Functionally obsoleteGoodGoodGood180
February 201075.5Functionally obsoleteGoodGoodGood180
November 200777.5Not deficientGoodGoodSatisfactory280
November 200577.5Not deficientGoodGoodSatisfactory280
February 200477.5Not deficientGoodGoodSatisfactory280
February 200277.5Not deficientGoodGoodSatisfactory200
February 200079.5Not deficientGoodGoodGood180
March 199879.5Not deficientGoodGoodGood180
April 199679.5Not deficientGoodGoodGood180