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FAU 2803 over I-240 & I-40 RAMPS

Map

Coordinates:
+35.14444, -90.02194
35°08'40" N, 90°01'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2803 over I-240 & I-40 RAMPS
Structure number:79I00400155
Location:MEMPHIS - POPLAR AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:68.9 ft. [21.0 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,220 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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:47.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,511,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201747.0FairFairFairSatisfactoryFO28220
February 201547.0FairFairFairSatisfactoryFO28220
February 201347.0FairFairFairSatisfactoryFO28220
March 201147.0FairFairFairSatisfactoryFO28220
May 200947.0FairFairFairSatisfactoryFO28220
June 200758.0FairFairSatisfactorySatisfactoryFO28220
August 200558.0FairFairSatisfactorySatisfactoryFO28710
August 200361.0FairFairSatisfactorySatisfactoryFO26320
September 200161.0FairFairSatisfactoryGoodFO26850
January 20000.0-----71150
June 199862.0GoodGoodGoodGoodFO26620
September 199559.0GoodGoodGoodGoodFO26620

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,4163,413030
Deck
Reinforced Concrete Decksq. ft.21,22821,2080200
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.174174000
Reinforced Concrete Pier Caplinear ft.348348000
Joints
Pourable Jointlinear ft.174174000
Bearings
Elastomeric Bearingeach112112000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.488487010