CR-316 over Ocklawaha River
Map
Coordinates:
+29.37208, -81.8955129°22'19" N, 81°53'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR-316 over Ocklawaha River |
Structure number: | 364040 |
Location: | 4.0Mi E of CR-315 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 180.1 ft. [54.9 m] |
Total length: | 4452.3 ft. [1357.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Vertical clearance below bridge: | 62.3 ft. [19.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1969 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,402 [as of 2014] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 70.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Good | Good | 3402 | 70.4 |
March 2016 | Fair | Satisfactory | Good | Good | 3402 | 70.4 |
March 2014 | Fair | Satisfactory | Good | Good | 3402 | 70.4 |
March 2012 | Fair | Satisfactory | Good | Good | 3402 | 70.4 |
March 2010 | Fair | Satisfactory | Good | Good | 3402 | 70.4 |
March 2008 | Fair | Satisfactory | Good | Good | 3402 | 67.4 |
April 2006 | Fair | Satisfactory | Good | Good | 3402 | 67.4 |
April 2004 | Good | Good | Good | Good | 3402 | 67.4 |
April 2002 | Good | Good | Good | Very Good | 3402 | 68.3 |
April 2000 | Good | Good | Good | Very Good | 3358 | 68.4 |
April 1998 | Good | Good | Good | Very Good | 3329 | 68.5 |
March 1996 | Good | Good | Good | Good | 3300 | 68.2 |
February 1994 | Good | Good | Good | Good | 4314 | 65.5 |
March 1992 | Good | Good | Good | Good | 4314 | 65.5 |
February 1990 | Fair | Good | Satisfactory | Good | 1700 | 73.5 |