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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:17.1 ft. [5.2 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:15°
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:11,000 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:19.0 tons [17.3 metric tons]
Inventory rating:13.6 tons [12.4 metric tons]
Sufficiency rating:64.2
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201764.2FairSatisfactorySatisfactorySatisfactorySD11000
February 201664.2FairSatisfactorySatisfactorySatisfactorySD11000
February 201564.2FairSatisfactorySatisfactorySatisfactorySD11000
February 201464.2FairGoodSatisfactoryGoodSD11000
February 201276.1GoodGoodGoodGood-11000
February 201076.1GoodVery GoodVery GoodVery Good-11000
November 200772.0GoodVery GoodVery GoodVery GoodFO11000
December 200572.1GoodVery GoodVery GoodVery GoodFO10500
February 200472.1GoodVery GoodVery GoodVery GoodFO10500
February 200272.1GoodVery GoodVery GoodVery Good-10500
February 200074.1GoodVery GoodVery GoodVery Good-10480
March 199874.1GoodVery GoodVery GoodVery Good-10480
April 199674.1GoodVery GoodVery GoodVery Good-10480