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

Map

Coordinates:
+35.08100, -89.95625
35°04'52" N, 89°57'22" W

Facts

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:13.1 ft. [4.0 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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairSatisfactorySatisfactory3097072.9
March 2015FairFairSatisfactorySatisfactory3090072.9
March 2013FairFairSatisfactoryFair2955061.9
April 2011FairFairSatisfactoryFair3089061.9
May 2009FairFairSatisfactoryFair3418060.9
August 2007FairFairSatisfactoryFair3254060.9
August 2005FairFairSatisfactoryFair3531060.9
September 2003FairFairSatisfactoryFair3516060.9
October 2001FairFairSatisfactorySatisfactory3746071.9
February 2000FairFairGoodSatisfactory3967071.9
January 1998FairFairGoodSatisfactory3865080.9
September 1995FairFairGoodSatisfactory3675088.0
August 1993FairFairGoodSatisfactory3485088.0
December 1991FairFairGoodSatisfactory3738088.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.24,39524,391400
Deck
Reinforced Concrete Decksq. ft.12,92512,8853640
Wearing Surfacessq. ft.7,1827,182000
Substructure
Reinforced Concrete Columneach103700
Reinforced Concrete Abutmentlinear ft.159158100
Reinforced Concrete Pier Caplinear ft.155147800
Joints
Strip Seal Jointlinear ft.159015900
Bearings
Elastomeric Bearingeach87660210
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.334328060