FAP 1 over SR-1 / LANE AVE


+35.15333, -90.03861
35°09'12" N, 90°02'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 1 over SR-1 / LANE AVE
Structure number:79SR0830009
Location:0.2 MI N OF I-40 JCT.
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:401.9 ft. [122.5 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:21.3 ft. [6.5 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
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: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: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]
Operating rating:53.5 tons [48.6 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:85.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201785.9FairSatisfactoryGoodGood-22440
March 201586.3FairSatisfactoryGoodGood-21120
February 201385.8FairSatisfactoryGoodGood-22800
April 201186.8FairSatisfactoryGoodGood-19470
May 200986.2FairSatisfactoryGoodGood-21470
July 200783.8FairSatisfactoryGoodGoodFO22340
August 200584.9FairSatisfactoryGoodGoodFO21990
August 200384.8FairSatisfactoryGoodGoodFO22130
September 200185.4FairSatisfactoryGoodGood-24060
February 200085.6FairSatisfactoryGoodGood-23300
February 199873.0FairSatisfactoryGoodSatisfactoryFO25700
September 199573.0FairSatisfactoryGoodSatisfactoryFO25950
August 199373.0FairSatisfactoryGoodSatisfactoryFO25550
November 199173.0FairSatisfactoryGoodSatisfactoryFO24550

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.7,7127,712000
Reinforced Concrete Decksq. ft.37,34637,337090
Wearing Surfacessq. ft.3,3243,322002
Reinforced Concrete Columneach3636000
Reinforced Concrete Abutmentlinear ft.194194000
Reinforced Concrete Pier Caplinear ft.582577500
Elastomeric Bearingeach268268000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.798798000