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OFC THOMAS CATCHIN over LYNCH CR

Map

Coordinates:
+32.31972, -90.23358
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:26.2 ft. [8.0 m]
Deck width edge-to-edge:32.8 ft. [10.0 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: January 2018

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:4,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 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]
Sufficiency rating:2.0
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorSeriousPoorSerious40002.0
February 2017PoorPoorGoodFair400013.9
February 2016PoorPoorGoodFair400013.9
February 2015PoorPoorGoodFair400013.9
February 2014FairSatisfactoryGoodSatisfactory400031.4
February 2013FairSatisfactoryGoodSatisfactory400031.4
February 2012FairSatisfactoryGoodSatisfactory400031.4
February 2011FairSatisfactoryGoodSatisfactory400032.7
February 2010FairSatisfactoryGoodSatisfactory400032.7
January 2009FairSatisfactorySatisfactoryFair400021.0
November 2007FairSatisfactorySatisfactoryFair400021.0
January 2007FairSatisfactorySatisfactoryFair370021.2
November 2005FairSatisfactorySatisfactorySatisfactory370032.8
January 2005FairFairSatisfactorySatisfactory370031.8
February 2004FairFairSatisfactorySatisfactory370031.8
February 2002FairSatisfactorySatisfactorySatisfactory370032.8
December 2000FairSatisfactorySatisfactorySatisfactory330033.0
February 2000GoodGoodGoodGood330033.0
February 1999GoodGoodGoodGood330033.0
March 1998GoodVery GoodVery GoodVery Good330033.0
April 1996GoodVery GoodVery GoodVery Good330034.6