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FAP 3 over OVERFLOW

Map

Coordinates:
+35.25389, -89.99861
35°15'14" N, 89°59'55" 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]
Operating rating:73.3 tons [66.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201798.2FairGoodGoodSatisfactory-17890
March 201598.1FairGoodGoodSatisfactory-19180
February 201398.1FairGoodGoodSatisfactory-18810
April 201197.1FairSatisfactoryGoodSatisfactory-19220
June 200997.0FairSatisfactoryGoodSatisfactory-20590
August 200796.9FairSatisfactoryGoodSatisfactory-22930
August 200597.0FairSatisfactoryGoodSatisfactory-22240
September 200396.9FairSatisfactoryGoodSatisfactory-23750
October 200198.9FairSatisfactoryGoodSatisfactory-23590
February 200096.8FairSatisfactoryGoodSatisfactory-25540
February 199876.2FairSatisfactorySatisfactorySatisfactoryFO23300
September 199576.7FairSatisfactorySatisfactorySatisfactoryFO23550
August 199376.7FairSatisfactorySatisfactorySatisfactoryFO24150
December 199176.5FairSatisfactorySatisfactorySatisfactoryFO26250

Element Data

Source: National Bridge Elements dataset, 2016 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.24,045024,04500
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