FAP 14 over SR-14 / I-55


+35.07889, -90.05694
35°04'44" N, 90°03'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 14 over SR-14 / I-55
Structure number:79I00550057
Location:2 MI WEST OF I240 JCT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:57.7 ft. [17.6 m]
Total length:192.3 ft. [58.6 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:14.1 ft. [4.3 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1964
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,140 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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: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:54.5 tons [49.5 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:64.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,070,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201764.6FairGoodSatisfactoryFairFO18140
March 201565.6FairGoodSatisfactoryFairFO14760
March 201375.6FairGoodSatisfactorySatisfactoryFO21910
April 201175.6FairGoodSatisfactorySatisfactoryFO24000
May 200976.6FairGoodSatisfactorySatisfactoryFO27480
August 200748.6PoorFairPoorFairSD25490
September 200563.6FairFairSatisfactoryFairFO24150
September 200363.6FairFairSatisfactoryFairFO24730
October 200175.6FairSatisfactoryGoodSatisfactoryFO25690
February 200075.6FairSatisfactoryGoodSatisfactoryFO26190
January 199875.6FairSatisfactorySatisfactorySatisfactoryFO49700
October 199565.0FairFairFairFairFO47150
August 199365.0FairFairFairFairFO40760
December 199165.0FairFairFairFairFO35550

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.3,5363,45630500
Reinforced Concrete Decksq. ft.18,14418,144000
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.230230000
Reinforced Concrete Pier Caplinear ft.345345000
Pourable Jointlinear ft.189189000
Elastomeric Bearingeach8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.384384000