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OFC THOMAS CATCHIN over LYNCH CR

Map

Coordinates:
+32.31970, -90.23366
32°19'11" N, 90°14'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OFC THOMAS CATCHIN over LYNCH CR
Structure number:SA2500000000247
Location:SEC 31 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:21.0 ft. [6.4 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
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:2
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:Poor
Status:Posted for load [P]
Average daily traffic:4,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:11.8 tons [10.7 metric tons]
Inventory rating:6.7 tons [6.1 metric tons]
Sufficiency rating:13.9
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 201713.9PoorPoorGoodFairSD4000
February 201613.9PoorPoorGoodFairSD4000
February 201513.9PoorPoorGoodFairSD4000
February 201431.4FairSatisfactoryGoodSatisfactorySD4000
February 201331.4FairSatisfactoryGoodSatisfactorySD4000
February 201231.4FairSatisfactoryGoodSatisfactorySD4000
February 201132.7FairSatisfactoryGoodSatisfactorySD4000
February 201032.7FairSatisfactoryGoodSatisfactorySD4000
January 200921.0FairSatisfactorySatisfactoryFairSD4000
November 200721.0FairSatisfactorySatisfactoryFairSD4000
January 200721.2FairSatisfactorySatisfactoryFairSD3700
November 200532.8FairSatisfactorySatisfactorySatisfactorySD3700
January 200531.8FairFairSatisfactorySatisfactorySD3700
February 200431.8FairFairSatisfactorySatisfactorySD3700
February 200232.8FairSatisfactorySatisfactorySatisfactorySD3700
December 200033.0FairSatisfactorySatisfactorySatisfactorySD3300
February 200033.0GoodGoodGoodGoodSD3300
February 199933.0GoodGoodGoodGoodSD3300
March 199833.0GoodVery GoodVery GoodVery GoodSD3300
April 199634.6GoodVery GoodVery GoodVery GoodSD3300