CR-316 over I-75
Map
Coordinates:
+29.36672, -82.2264829°22'00" N, 82°13'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR-316 over I-75 |
Structure number: | 360033 |
Location: | CR-316 over I-75 |
Purpose: | Carries highway over highway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 291.4 ft. [88.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 22° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
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: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 950 [as of 2016] |
Truck traffic: | 8% 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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 950 | 86.4 |
May 2015 | Good | Good | Good | Good | 950 | 86.4 |
May 2013 | Good | Good | Very Good | Good | 950 | 85.8 |
June 2011 | Good | Good | Very Good | Good | 1600 | 85.4 |
June 2009 | Good | Good | Very Good | Good | 1600 | 85.4 |
June 2007 | Good | Good | Very Good | Good | 1600 | 85.4 |
June 2005 | Good | Good | Very Good | Good | 1600 | 85.4 |
June 2003 | Good | Good | Very Good | Good | 1600 | 85.4 |
June 2001 | Good | Good | Very Good | Good | 41000 | 63.0 |
November 1999 | Good | Good | Very Good | Good | 2700 | 78.5 |
December 1997 | Good | Good | Very Good | Good | 2500 | 78.6 |
February 1996 | Good | Good | Very Good | Good | 2500 | 77.4 |
March 1994 | Fair | Satisfactory | Very Good | Good | 30700 | 64.0 |
October 1991 | Good | Good | Very Good | Very Good | 700 | 94.7 |