FAP 4 over RAMPS FROM I-240 & SR-4


+35.08083, -89.95611
35°04'51" N, 89°57'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 4 over RAMPS FROM I-240 & SR-4
Structure number:79I02400096
Location:SR4 / I240
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:79.7 ft. [24.3 m]
Total length:167.3 ft. [51.0 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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:30,970 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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: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:48.5 tons [44.1 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:72.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,355,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201772.9FairFairSatisfactorySatisfactoryFO30970
March 201572.9FairFairSatisfactorySatisfactoryFO30900
March 201361.9FairFairSatisfactoryFairFO29550
April 201161.9FairFairSatisfactoryFairFO30890
May 200960.9FairFairSatisfactoryFairFO34180
August 200760.9FairFairSatisfactoryFairFO32540
August 200560.9FairFairSatisfactoryFairFO35310
September 200360.9FairFairSatisfactoryFairFO35160
October 200171.9FairFairSatisfactorySatisfactoryFO37460
February 200071.9FairFairGoodSatisfactoryFO39670
January 199880.9FairFairGoodSatisfactoryFO38650
September 199588.0FairFairGoodSatisfactoryFO36750
August 199388.0FairFairGoodSatisfactoryFO34850
December 199188.0FairFairGoodSatisfactoryFO37380

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.24,39524,391400
Reinforced Concrete Decksq. ft.12,92512,8853640
Reinforced Concrete Columneach103700
Reinforced Concrete Abutmentlinear ft.159158100
Reinforced Concrete Pier Caplinear ft.155147800
Strip Seal Jointlinear ft.159015900
Elastomeric Bearingeach87660210
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.334328060