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M. L. KING JR. DR. over TRIBUTARY TOWN CR

Map

Coordinates:
+32.31256, -90.19717
32°18'45" N, 90°11'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:M. L. KING JR. DR. over TRIBUTARY TOWN CR
Structure number:SA2500000000252
Location:SEC 33 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:18.0 ft. [5.5 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:11,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:33.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$175,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorPoorPoorPoor1100033.0
February 2017FairSatisfactorySatisfactorySatisfactory1100064.2
February 2016FairSatisfactorySatisfactorySatisfactory1100064.2
February 2015FairSatisfactorySatisfactorySatisfactory1100064.2
February 2014FairGoodSatisfactoryGood1100064.2
February 2012GoodGoodGoodGood1100076.1
February 2010GoodVery GoodVery GoodVery Good1100076.1
November 2007GoodVery GoodVery GoodVery Good1100072.0
December 2005GoodVery GoodVery GoodVery Good1050072.1
February 2004GoodVery GoodVery GoodVery Good1050072.1
February 2002GoodVery GoodVery GoodVery Good1050072.1
February 2000GoodVery GoodVery GoodVery Good1048074.1
March 1998GoodVery GoodVery GoodVery Good1048074.1
April 1996GoodVery GoodVery GoodVery Good1048074.1