FLETCHER CHAPEL RD over SEAY CREEK
Map
Coordinates:
+36.99851, -78.0682336°59'55" N, 78°04'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FLETCHER CHAPEL RD over SEAY CREEK |
Structure number: | 000000000011579 |
Location: | .9 FR 600 & .3 TO 615 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
Skew angle: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 636 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 54.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $560,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Fair | 636 | 54.0 |
September 2017 | Fair | Fair | Fair | Fair | 636 | 54.0 |
September 2016 | Fair | Fair | Fair | Fair | 636 | 54.0 |
September 2014 | Fair | Fair | Fair | Fair | 608 | 54.2 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 608 | 74.4 |
September 2010 | Fair | Satisfactory | Good | Satisfactory | 608 | 74.4 |
September 2008 | Fair | Satisfactory | Good | Satisfactory | 608 | 74.4 |
September 2006 | Fair | Satisfactory | Good | Good | 616 | 74.4 |
September 2004 | Fair | Satisfactory | Good | Good | 650 | 74.3 |
September 2002 | Fair | Satisfactory | Good | Good | 616 | 74.4 |
September 2000 | Fair | Satisfactory | Good | Good | 635 | 74.4 |
September 1998 | Good | Very Good | Good | Good | 635 | 74.4 |
September 1996 | Good | Good | Good | Good | 617 | 74.4 |
September 1994 | Good | Good | Good | Good | 478 | 74.5 |
September 1992 | Good | Good | Very Good | Very Good | 379 | 74.6 |
September 1990 | Good | Good | Very Good | Very Good | 379 | 74.6 |