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SR80 (PALM BCH) WB over BILLYS CREEK

Map

Coordinates:
+26.65168, -81.85668
26°39'06" N, 81°51'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR80 (PALM BCH) WB over BILLYS CREEK
Structure number:120001
Location:4.1 MI WEST OF I-75
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.7 ft. [12.7 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Movable - Lift [15]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,100 [as of 2018]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:56.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$35,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryFairGood810056.3
October 2017FairSatisfactoryFairGood820056.3
October 2015FairSatisfactoryFairGood760056.6
October 2013FairSatisfactoryFairGood720056.8
December 2011FairSatisfactoryFairGood650057.1
December 2009FairSatisfactoryFairGood650057.1
December 2007FairSatisfactoryFairGood970053.6
December 2005FairSatisfactoryFairGood670062.9
December 2003FairSatisfactoryFairGood860060.0
October 2001FairSatisfactoryFairGood1700056.4
October 1999FairSatisfactoryFairGood590059.2
October 1997FairGoodFairGood1250055.2
April 1996FairGoodFairGood910056.6
April 1994FairGoodFairGood1183255.1
November 1992PoorImminent FailureFairGood1905048.6
March 1991FairGoodFairGood1905049.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.67362820250
Steel Protective Coatingsq. ft.4,7224,58214000
Steel Stringerlinear ft.2251434780
Steel Protective Coatingsq. ft.1,4481,35726650
Deck
Reinforced Concrete Decksq. ft.3,4012633,128100
Superstructure
Steel Floor Beamlinear ft.6659160
Steel Protective Coatingsq. ft.564564000
Substructure
Reinforced Concrete Abutmentlinear ft.9592300
Steel Pileeach3200320
Reinforced Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.9898000
Deck
Open Grid Decksq. ft.1,3601,3303000
Steel Protective Coatingsq. ft.4,0544,054000
Joints
Pourable Jointlinear ft.60501000
Compression Jointlinear ft.2283110
Bearings
Movable Bearingeach1212000
Steel Protective Coatingsq. ft.4848000
Fixed Bearingeach1600160
Steel Protective Coatingsq. ft.64323200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2172031400
Steel Protective Coatingsq. ft.1,4701,3759500