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SR-404 EB over Banana River

Map

Coordinates:
+28.21025, -80.62813
28°12'37" N, 80°37'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-404 EB over Banana River
Structure number:700147
Location:SR-404 EB - Banana River
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:86.0 ft. [26.2 m]
Total length:1002.0 ft. [305.4 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:13
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,250 [as of 2015]
Truck traffic:2% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:84.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$778,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairGoodGoodSatisfactory2025084.0
April 2014FairGoodGoodSatisfactory1925097.2
April 2012FairGoodGoodSatisfactory1800097.3
April 2010FairGoodGoodSatisfactory1825097.3
April 2008FairSatisfactoryGoodSatisfactory1800097.3
May 2006FairSatisfactoryGoodSatisfactory1625097.5
May 2004FairSatisfactoryVery GoodGood1825095.3
May 2002FairSatisfactoryVery GoodGood1775096.2
May 2000FairSatisfactoryGoodSatisfactory1600095.2
August 1998GoodGoodGoodGood1600090.2
August 1996GoodGoodGoodGood1700089.3
April 1994GoodGoodGoodGood830691.3
June 1993GoodGoodGoodGood830691.3
June 1992FairVery GoodGoodSatisfactory830691.3
September 1989FairVery GoodGoodSatisfactory949791.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,0854,0750100
Deck
Reinforced Concrete Decksq. ft.35,27033,5071,76300
Substructure
Reinforced Concrete Pier Walllinear ft.5205200
Reinforced Concrete Abutmentlinear ft.6969000
Reinforced Concrete Pile Cap/Footinglinear ft.305305000
Prestressed Concrete Pileeach152149300
Reinforced Concrete Pileeach2423100
Reinforced Concrete Pier Caplinear ft.407406100
Joints
Pourable Jointlinear ft.6666000
Open Jointlinear ft.4233735000
Bearings
Elastomeric Bearingeach106812500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,000998200
Other Material Bridge Raillinear ft.1,0001,000000