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FAP 3 over OVERFLOW

Map

Coordinates:
+35.25403, -89.99881
35°15'15" N, 89°59'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 3 over OVERFLOW
Structure number:79SR0030036
Location:.66 M FM FAU 2819
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.5 ft. [8.7 m]
Total length:543.7 ft. [165.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:19
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
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:17,890 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodSatisfactory1789098.2
March 2015FairGoodGoodSatisfactory1918098.1
February 2013FairGoodGoodSatisfactory1881098.1
April 2011FairSatisfactoryGoodSatisfactory1922097.1
June 2009FairSatisfactoryGoodSatisfactory2059097.0
August 2007FairSatisfactoryGoodSatisfactory2293096.9
August 2005FairSatisfactoryGoodSatisfactory2224097.0
September 2003FairSatisfactoryGoodSatisfactory2375096.9
October 2001FairSatisfactoryGoodSatisfactory2359098.9
February 2000FairSatisfactoryGoodSatisfactory2554096.8
February 1998FairSatisfactorySatisfactorySatisfactory2330076.2
September 1995FairSatisfactorySatisfactorySatisfactory2355076.7
August 1993FairSatisfactorySatisfactorySatisfactory2415076.7
December 1991FairSatisfactorySatisfactorySatisfactory2625076.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0881,088000
Reinforced Concrete Girder/Beamlinear ft.2,1762,176000
Deck
Reinforced Concrete Decksq. ft.24,04524,045000
Substructure
Reinforced Concrete Columneach7272000
Reinforced Concrete Abutmentlinear ft.84740100
Reinforced Concrete Pier Caplinear ft.832832000
Bearings
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0881,088000