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FAU 5220 over LICK CREEK

Map

Coordinates:
+35.15972, -90.01861
35°09'35" N, 90°01'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5220 over LICK CREEK
Structure number:790A6060001
Location:N BELLEVUE BLVD -MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:43.0 ft. [13.1 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,180 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:68.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$490,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201768.8FairFairGoodSatisfactoryFO5180
April 201568.8FairFairGoodGoodFO5180
April 201368.8FairFairGoodGoodFO5180
May 201168.8FairFairGoodGoodFO5180
June 200969.8GoodGoodGoodGoodFO5180
November 200769.8GoodGoodGoodGoodFO5180
October 200569.6GoodGoodGoodGoodFO6560
November 200369.7GoodGoodGoodGoodFO6180
November 200169.6GoodGoodGoodGoodFO6540
April 200069.6GoodGoodGoodGoodFO6950
June 199869.8FairSatisfactorySatisfactorySatisfactoryFO4850
May 199869.7GoodGoodGoodGoodFO5900
December 199589.1FairSatisfactorySatisfactorySatisfactory-4700
September 199389.0FairSatisfactorySatisfactorySatisfactory-5600
December 199189.5FairSatisfactorySatisfactorySatisfactory-110