FAP 14 over SR-14 / I-55


+35.07906, -90.05717
35°04'45" N, 90°03'26" 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:13.1 ft. [4.0 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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodSatisfactoryFair1814064.6
March 2015FairGoodSatisfactoryFair1476065.6
March 2013FairGoodSatisfactorySatisfactory2191075.6
April 2011FairGoodSatisfactorySatisfactory2400075.6
May 2009FairGoodSatisfactorySatisfactory2748076.6
August 2007PoorFairPoorFair2549048.6
September 2005FairFairSatisfactoryFair2415063.6
September 2003FairFairSatisfactoryFair2473063.6
October 2001FairSatisfactoryGoodSatisfactory2569075.6
February 2000FairSatisfactoryGoodSatisfactory2619075.6
January 1998FairSatisfactorySatisfactorySatisfactory4970075.6
October 1995FairFairFairFair4715065.0
August 1993FairFairFairFair4076065.0
December 1991FairFairFairFair3555065.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.3,5363,416100200
Reinforced Concrete Decksq. ft.18,14418,135900
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.230230000
Reinforced Concrete Pier Caplinear ft.345341400
Pourable Jointlinear ft.189018900
Elastomeric Bearingeach8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.384376800