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COUNTRY CLUB DR over LYNCH CR

Map 

Coordinates:
+32.33216, -90.24842
32°19'56" N, 90°14'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTRY CLUB DR over LYNCH CR
Structure number:SA2500000000234
Location:SEC 25 T 6N R 1W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:16.1 ft. [4.9 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,400 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:16.1 tons [14.6 metric tons]
Inventory rating:11.4 tons [10.4 metric tons]
Sufficiency rating:33.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201733.5FairFairFairSatisfactorySD2400
February 201633.5FairFairFairSatisfactorySD2400
February 201544.0FairFairSatisfactorySatisfactorySD2400
February 201444.0FairFairSatisfactorySatisfactorySD2400
February 201345.0FairSatisfactoryGoodSatisfactorySD2400
February 201245.0FairSatisfactoryGoodSatisfactorySD2400
February 201136.1FairSatisfactoryGoodSatisfactorySD2400
February 201036.1FairGoodGoodSatisfactorySD2400
January 200936.1FairGoodGoodSatisfactorySD2400
November 200736.1FairGoodGoodSatisfactorySD2400
January 200738.4FairGoodGoodSatisfactorySD2000
November 200538.4FairGoodGoodSatisfactorySD2000
December 200438.4FairGoodGoodSatisfactorySD2000
February 200438.4FairGoodGoodSatisfactorySD2000
February 200238.4FairGoodGoodSatisfactorySD2000
December 200038.6FairGoodGoodSatisfactory-1500
February 200038.8FairGoodGoodSatisfactory-1200
February 199938.8FairGoodGoodSatisfactory-1200
March 199825.3PoorGoodGoodCritical-1200
April 199639.4GoodGoodGoodGood-2000