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US 1 (SR 5) NB over BIG SPANISH CHANNEL

Map

Coordinates:
+24.65824, -81.28637
24°39'30" N, 81°17'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 1 (SR 5) NB over BIG SPANISH CHANNEL
Structure number:900045
Location:BAHIA HONDA KEY (MM 36.0)
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:102.0 ft. [31.1 m]
Total length:6734.3 ft. [2052.5 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1972
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:78
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,800 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:86.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,330,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryFairSatisfactory980086.0
September 2016FairSatisfactoryFairSatisfactory2040086.0
September 2014FairSatisfactoryFairSatisfactory890086.0
September 2012FairSatisfactoryFairGood845086.0
September 2010FairSatisfactoryFairGood980086.0
September 2008PoorSatisfactorySatisfactoryPoor815070.0
September 2006PoorSatisfactorySatisfactoryPoor940070.0
September 2004PoorSatisfactorySatisfactorySerious875053.0
September 2002PoorVery GoodGoodPoor855070.0
August 2000PoorVery GoodGoodPoor1850067.7
July 1998PoorVery GoodGoodPoor1850067.7
October 1996FairVery GoodGoodSatisfactory1850094.3
November 1994FairVery GoodGoodSatisfactory1250092.8
July 1992FairVery GoodGoodSatisfactory1000093.0
October 1990FairGoodSatisfactorySatisfactory703588.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.43,39543,3749120
Deck
Reinforced Concrete Decksq. ft.284,849268,7756416,0100
Substructure
Reinforced Concrete Columneach8275610
Reinforced Concrete Abutmentlinear ft.8585000
Reinforced Concrete Pile Cap/Footinglinear ft.656006560
Prestressed Concrete Pileeach7484127293
Reinforced Concrete Pier Caplinear ft.3,1963,14143120
Joints
Pourable Jointlinear ft.8585000
Open Jointlinear ft.3,2503,01902310
Bearings
Elastomeric Bearingeach1,0141,014000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.13,46811,3421,6205060