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FAP 14 over SR-14 / I-55

Map

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

Facts

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
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,5363,45630500
Deck
Reinforced Concrete Decksq. ft.18,14418,144000
Substructure
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.230230000
Reinforced Concrete Pier Caplinear ft.345345000
Joints
Pourable Jointlinear ft.189189000
Bearings
Elastomeric Bearingeach8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.384384000