CR 209 over TRIB TO CEDAR CREEK
Map
Coordinates:
+29.77470, -81.6034129°46'29" N, 81°36'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 209 over TRIB TO CEDAR CREEK |
Structure number: | 764004 |
Location: | 2.2 MI E US 17 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 10.5 ft. [3.2 m] |
Total length: | 21.0 ft. [6.4 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Year reconstructed: | 2012 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,700 [as of 2015] |
Truck traffic: | 6% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 76.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $135,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2017 | Fair | 6 out of 10 | 1700 | 76.6 |
February 2015 | Fair | 6 out of 10 | 800 | 77.3 |
February 2013 | Fair | 6 out of 10 | 721 | 77.4 |
February 2011 | Fair | 6 out of 10 | 721 | 77.4 |
February 2009 | Fair | 6 out of 10 | 721 | 77.9 |
February 2007 | Fair | 6 out of 10 | 721 | 77.9 |
February 2005 | Fair | 6 out of 10 | 721 | 77.9 |
February 2003 | Fair | 6 out of 10 | 721 | 77.9 |
February 2001 | Fair | 6 out of 10 | 716 | 77.9 |
February 1999 | Fair | 5 out of 10 | 716 | 68.8 |
February 1997 | Fair | 5 out of 10 | 716 | 68.8 |
April 1995 | Fair | 5 out of 10 | 716 | 68.8 |
April 1993 | Fair | 5 out of 10 | 716 | 66.6 |
May 1991 | Fair | 5 out of 10 | 716 | 66.6 |