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FAP 3 over I240 & RAMPS

Map

Coordinates:
+35.00417, -90.02333
35°00'15" N, 90°01'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 3 over I240 & RAMPS
Structure number:79I02400015
Location:SR-3 / I-240 JCT.
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:116.1 ft. [35.4 m]
Total length:306.4 ft. [93.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:38,450 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:33.7 tons [30.6 metric tons]
Sufficiency rating:59.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,195,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201759.2FairSatisfactoryGoodGoodFO38450
March 201558.2FairSatisfactoryGoodGoodFO36520
February 201358.2FairSatisfactoryGoodGoodFO34660
April 201158.2FairSatisfactoryGoodGoodFO36290
May 200958.2FairSatisfactoryGoodGoodFO39150
August 200759.2FairSatisfactoryGoodGoodFO42330
September 200560.2FairSatisfactoryGoodGoodFO40870
September 200360.2FairSatisfactoryGoodGoodFO42940
October 200158.2FairSatisfactoryGoodGoodFO40670
February 20000.0-----61750
January 199872.2FairSatisfactoryGoodGoodFO37690
September 199574.0FairSatisfactoryGoodGoodFO37690
August 199374.0FairSatisfactoryGoodGoodFO33180
December 199174.0FairSatisfactoryGoodSatisfactoryFO37780

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,8202,820000
Steel Protective Coatingsq. ft.2,8202,820000
Deck
Reinforced Concrete Decksq. ft.24,19624,196000
Wearing Surfacessq. ft.20,304020,30400
Substructure
Reinforced Concrete Columneach1111000
Reinforced Concrete Abutmentlinear ft.260260000
Reinforced Concrete Pier Caplinear ft.172172000
Joints
Pourable Jointlinear ft.8600860
Bearings
Movable Bearingeach3030000
Bridge Rail
Other Material Bridge Raillinear ft.564564000