FAP 3 over SR-3 / SR-1


+35.14111, -90.04506
35°08'28" N, 90°02'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 3 over SR-3 / SR-1
Structure number:79SR0010005
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.3 ft. [12.6 m]
Total length:82.7 ft. [25.2 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,870 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:70.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,471,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairFair1687070.4
March 2015FairSatisfactoryFairFair1642068.3
February 2013FairSatisfactoryFairFair1449069.8
April 2011FairSatisfactorySatisfactoryFair1578068.8
May 2009FairSatisfactorySatisfactoryFair1585068.8
August 2007FairSatisfactorySatisfactorySatisfactory1779080.2
September 2005FairSatisfactorySatisfactorySatisfactory1811080.0
September 2003FairSatisfactorySatisfactorySatisfactory1997081.1
October 2001FairSatisfactorySatisfactorySatisfactory1729083.8
February 2000FairSatisfactorySatisfactorySatisfactory1650084.3
February 1998PoorSatisfactoryPoorSatisfactory1740049.7
September 1995PoorSatisfactoryPoorSatisfactory1731047.0
August 1993PoorSatisfactoryPoorSatisfactory1862047.0
December 1991PoorSatisfactoryPoorSatisfactory1816047.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,3121,2971500
Reinforced Concrete Decksq. ft.4,9454,945000
Wearing Surfacessq. ft.3,7722,1821,59000
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.120116400
Reinforced Concrete Pier Caplinear ft.6060000
Elastomeric Bearingeach4848000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1641520120
Steel Protective Coatingsq. ft.164016400
Reinforced Concrete Bridge Raillinear ft.164164000