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FAU 2807 over SOUTH PARKWAY WB / I-240

Map

Coordinates:
+35.10944, -90.02944
35°06'34" N, 90°01'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2807 over SOUTH PARKWAY WB / I-240
Structure number:79I02400044
Location:SOUTH PARKWAY E-MEMPHIS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:69.9 ft. [21.3 m]
Total length:219.2 ft. [66.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,310 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:68.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$751,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201768.8FairSatisfactoryFairSatisfactory-1310
February 201568.8FairSatisfactoryFairSatisfactory-1310
February 201378.8FairSatisfactorySatisfactorySatisfactory-1310
March 201178.8FairSatisfactorySatisfactorySatisfactory-1310
April 200966.8FairFairFairSatisfactory-1310
June 200764.8PoorPoorFairSatisfactorySD1310
August 200563.3PoorPoorFairSatisfactorySD11380
August 200362.4FairFairFairSatisfactoryFO10530
September 200162.1FairFairFairGoodFO12350
February 200073.3FairFairSatisfactoryGoodFO13220
June 199872.9FairFairGoodGoodFO16600
September 199573.5FairFairSatisfactorySatisfactoryFO14700
August 199373.6FairFairSatisfactorySatisfactoryFO14100
November 199174.6FairSatisfactoryGoodSatisfactoryFO14250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,8171,810520
Deck
Reinforced Concrete Decksq. ft.1,0821,082000
Substructure
Reinforced Concrete Columneach96300
Reinforced Concrete Abutmentlinear ft.104104000
Reinforced Concrete Pier Caplinear ft.156150600
Joints
Pourable Jointlinear ft.1042404040
Bearings
Elastomeric Bearingeach6868000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.434434000