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NFA J350 over GARLAND ST RAMP / N PKWY

Map

Coordinates:
+35.15306, -90.01111
35°09'11" N, 90°00'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:NFA J350 over GARLAND ST RAMP / N PKWY
Structure number:79SR0010043
Location:GARLAND ST - MEMPHIS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:64.6 ft. [19.7 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,030 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:68.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$532,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201768.5FairSatisfactorySatisfactoryFairFO2030
March 201566.5FairSatisfactorySatisfactoryFairFO2030
February 201366.5FairSatisfactorySatisfactoryFairFO2030
March 201166.5FairSatisfactorySatisfactoryFairFO2030
May 200966.5FairSatisfactoryGoodFairFO2030
July 200766.5FairGoodGoodFairFO2030
August 200562.4FairGoodGoodFairFO2030
August 200363.4FairGoodGoodFairFO2030
October 200175.6FairGoodGoodSatisfactoryFO1000
February 200082.4FairGoodGoodSatisfactoryFO500
June 199873.4GoodGoodGoodGoodFO500
February 199882.4FairGoodGoodSatisfactoryFO500
September 199575.0GoodGoodGoodGoodFO500
August 199375.0GoodGoodGoodGoodFO500
November 199177.0GoodGoodGoodGoodFO500