CR-664 over LITTLE PAYNE CREEK
Map
Coordinates:
+27.63661, -81.8495027°38'12" N, 81°50'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR-664 over LITTLE PAYNE CREEK |
Structure number: | 060034 |
Location: | 1.6 MI W OF US-17 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1915 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 500 [as of 2016] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 60.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $435,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Poor | - | Poor | Poor | 500 | 60.5 |
February 2016 | Poor | - | Poor | Poor | 454 | 60.5 |
February 2014 | Poor | - | Poor | Poor | 454 | 60.5 |
February 2013 | Poor | - | Poor | Poor | 454 | 60.5 |
February 2012 | Poor | - | Poor | Poor | 454 | 60.5 |
February 2011 | Fair | - | Fair | Fair | 454 | 73.5 |
March 2009 | Fair | - | Fair | Fair | 454 | 45.5 |
March 2007 | Fair | - | - | - | 200 | 84.4 |
March 2005 | Fair | - | - | - | 200 | 84.4 |
March 2003 | Fair | - | - | - | 200 | 52.4 |
April 2001 | Fair | - | - | - | 200 | 53.7 |
April 1999 | Fair | Good | Fair | Fair | 213 | 68.4 |
April 1997 | Fair | Good | Fair | Fair | 210 | 33.5 |
April 1995 | Fair | Satisfactory | Fair | Fair | 200 | 33.9 |
April 1993 | Poor | Poor | Poor | Fair | 200 | 55.5 |
February 1992 | Poor | Poor | Poor | Satisfactory | 240 | 55.5 |