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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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201569.6Not deficientGoodGoodGood71000
June 201369.6Not deficientGoodGoodGood71000
June 201169.6Not deficientGoodGoodGood75000
June 200969.6Not deficientGoodGoodGood49000
June 200764.8Not deficientGoodGoodGood71500
June 200564.8Not deficientGoodGoodGood69000
June 200364.8Not deficientGoodGoodGood73500
November 200164.6Not deficientGoodGoodGood63500
November 199969.6Not deficientVery GoodVery GoodGood68000
November 199754.5Not deficientVery GoodVery GoodVery Good69500
November 199554.5Not deficientVery GoodVery GoodVery Good62000
August 199454.5Not deficientVery GoodVery GoodVery Good66333
August 199269.5Not deficientVery GoodVery GoodVery Good66333
October 199069.5Not deficient---33738