ROPERS CHURCH ROAD over RTE I 64 EBL
Map
Coordinates:
+37.44772, -76.8648537°26'52" N, 76°51'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROPERS CHURCH ROAD over RTE I 64 EBL |
Structure number: | 000000000012731 |
Location: | 0.61 TO JAMES CITY CL |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 96.1 ft. [29.3 m] |
Total length: | 181.1 ft. [55.2 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 218 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Good | Satisfactory | Good | 218 | 95.9 |
June 2015 | Fair | Good | Satisfactory | Good | 218 | 96.9 |
June 2013 | Fair | Good | Satisfactory | Good | 302 | 93.8 |
June 2011 | Good | Good | Good | Good | 302 | 92.8 |
October 2009 | Good | Good | Good | Good | 302 | 92.8 |
December 2007 | Good | Good | Good | Good | 267 | 92.8 |
December 2005 | Good | Good | Good | Good | 267 | 92.8 |
January 2004 | Good | Good | Good | Good | 267 | 92.8 |
January 2002 | Good | Good | Good | Good | 232 | 95.9 |
January 2001 | Good | Good | Good | Good | 232 | 95.9 |
February 2000 | Good | Good | Good | Good | 232 | 95.9 |
January 1998 | Fair | Satisfactory | Good | Good | 232 | 95.9 |
January 1996 | Fair | Satisfactory | Good | Good | 232 | 95.9 |
January 1994 | Good | Very Good | Very Good | Very Good | 376 | 92.5 |
January 1992 | Good | Very Good | Very Good | Very Good | 376 | 93.5 |