FAP 1 over SR-1 / I-40


+35.15111, -90.04056
35°09'04" N, 90°02'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 1 over SR-1 / I-40
Structure number:79I00400005
Location:D. THOMAS BLVD / I-40
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.7 ft. [24.9 m]
Total length:262.8 ft. [80.1 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:94.5 ft. [28.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:31°
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: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:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,440 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:71.3 tons [64.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201784.2FairGoodSatisfactoryGood-22440
March 201586.0GoodGoodGoodGood-21120
June 201385.8GoodGoodGoodGood-21500
February 201385.2FairSatisfactoryGoodSatisfactory-22800
March 201186.8FairSatisfactoryGoodSatisfactory-19470
May 200985.8FairSatisfactorySatisfactorySatisfactory-21470
July 200782.9FairSatisfactoryGoodSatisfactory-22340
August 200578.5FairSatisfactoryGoodSatisfactoryFO21990
September 200378.4FairSatisfactoryGoodSatisfactoryFO22130
September 200177.5FairSatisfactoryGoodSatisfactoryFO24060
February 200080.8FairSatisfactoryGoodSatisfactoryFO23300
December 199783.8FairSatisfactoryGoodSatisfactoryFO23070
September 199583.8FairSatisfactoryGoodSatisfactoryFO23310
August 199386.0FairSatisfactoryGoodSatisfactoryFO23100
November 199186.0FairSatisfactoryGoodSatisfactoryFO22160

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.4,7044,704000
Reinforced Concrete Decksq. ft.25,39725,391600
Wearing Surfacessq. ft.21,06721,067000
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.238238000
Reinforced Concrete Pier Caplinear ft.357354300
Elastomeric Bearingeach136136000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.528520800
Reinforced Concrete Bridge Raillinear ft.996996000