Share:

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

Map 

Coordinates:
+32.31256, -90.19717
32°18'45" N, 90°11'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2016 

Status:Posted for load [P]
Average daily traffic:11,000 [as of 2014]
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 desirable criteria [8]
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]
Operating rating:19.0 tons [17.3 metric tons]
Inventory rating:13.6 tons [12.4 metric tons]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201664.2Structurally deficientSatisfactorySatisfactorySatisfactory11000
February 201564.2Structurally deficientSatisfactorySatisfactorySatisfactory11000
February 201464.2Structurally deficientGoodSatisfactoryGood11000
February 201276.1Not deficientGoodGoodGood11000
February 201076.1Not deficientVery GoodVery GoodVery Good11000
November 200772.0Functionally obsoleteVery GoodVery GoodVery Good11000
December 200572.1Functionally obsoleteVery GoodVery GoodVery Good10500
February 200472.1Functionally obsoleteVery GoodVery GoodVery Good10500
February 200272.1Not deficientVery GoodVery GoodVery Good10500
February 200074.1Not deficientVery GoodVery GoodVery Good10480
March 199874.1Not deficientVery GoodVery GoodVery Good10480
April 199674.1Not deficientVery GoodVery GoodVery Good10480