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SR-60 over ROCKY POINT CREEK

Map

Coordinates:
+27.96722, -82.56194
27°58'02" N, 82°33'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:71,000 [as of 2015]
Truck traffic:3% 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:Superior to present desirable criteria [9]
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:37.6 tons [34.2 metric tons]
Inventory rating:22.6 tons [20.5 metric tons]
Sufficiency rating:69.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201569.6GoodGoodGoodGood-71000
June 201369.6GoodGoodGoodGood-71000
June 201169.6GoodGoodGoodGood-75000
June 200969.6GoodGoodGoodGood-49000
June 200764.8GoodGoodGoodGood-71500
June 200564.8GoodGoodGoodGood-69000
June 200364.8FairGoodGoodGood-73500
November 200164.6FairGoodGoodGood-63500
November 199969.6FairVery GoodVery GoodGood-68000
November 199754.5FairVery GoodVery GoodVery Good-69500
November 199554.5FairVery GoodVery GoodVery Good-62000
August 199454.5FairVery GoodVery GoodVery Good-66333
August 199269.5FairVery GoodVery GoodVery Good-66333
October 199069.5Fair----33738