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SR-60 over ROCKY POINT CREEK

Map

Coordinates:
+27.96742, -82.56217
27°58'03" N, 82°33'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-60 over ROCKY POINT CREEK
Structure number:100064
Location:0.9 MI WEST OF SR-589
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:21.0 ft. [6.4 m]
Total length:61.7 ft. [18.8 m]
Roadway width between curbs:99.1 ft. [30.2 m]
Deck width edge-to-edge:117.1 ft. [35.7 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1982
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:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:76,500 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood7650069.6
June 2015GoodGoodGoodGood7100069.6
June 2013GoodGoodGoodGood7100069.6
June 2011GoodGoodGoodGood7500069.6
June 2009GoodGoodGoodGood4900069.6
June 2007GoodGoodGoodGood7150064.8
June 2005GoodGoodGoodGood6900064.8
June 2003FairGoodGoodGood7350064.8
November 2001FairGoodGoodGood6350064.6
November 1999FairVery GoodVery GoodGood6800069.6
November 1997FairVery GoodVery GoodVery Good6950054.5
November 1995FairVery GoodVery GoodVery Good6200054.5
August 1994FairVery GoodVery GoodVery Good6633354.5
August 1992FairVery GoodVery GoodVery Good6633369.5
October 1990Fair---3373869.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.121121000
Reinforced Concrete Pileeach2217050
Reinforced Concrete Pier Caplinear ft.1251151000
Culvert
Reinforced Concrete Culvertlinear ft.24318320400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.124124000
Reinforced Concrete Bridge Raillinear ft.124121120
Deck
Reinforced Concrete Slabsq. ft.3,9403,8595760
Wearing Surfacessq. ft.3,9403,940000