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FAU 2807 over SOUTH PARKWAY WB / I-240

Map

Coordinates:
+35.10964, -90.02944
35°06'35" 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:13.1 ft. [4.0 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]
Sufficiency rating:68.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$751,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryFairSatisfactory131068.8
February 2015FairSatisfactoryFairSatisfactory131068.8
February 2013FairSatisfactorySatisfactorySatisfactory131078.8
March 2011FairSatisfactorySatisfactorySatisfactory131078.8
April 2009FairFairFairSatisfactory131066.8
June 2007PoorPoorFairSatisfactory131064.8
August 2005PoorPoorFairSatisfactory1138063.3
August 2003FairFairFairSatisfactory1053062.4
September 2001FairFairFairGood1235062.1
February 2000FairFairSatisfactoryGood1322073.3
June 1998FairFairGoodGood1660072.9
September 1995FairFairSatisfactorySatisfactory1470073.5
August 1993FairFairSatisfactorySatisfactory1410073.6
November 1991FairSatisfactoryGoodSatisfactory1425074.6

Element Data

Source: National Bridge Elements dataset, 2018 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