Rock Bridge Road over IS 95
Map
Coordinates:
+36.63874, -77.5612436°38'19" N, 77°33'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Rock Bridge Road over IS 95 |
Structure number: | 000000000009129 |
Location: | 1.15 from 650/0.15 to 301 |
Purpose: | Carries highway over highway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 66.6 ft. [20.3 m] |
Total length: | 257.2 ft. [78.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 27° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 170 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.4 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $946,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Satisfactory | Fair | 170 | 78.4 |
May 2015 | Fair | Fair | Satisfactory | Fair | 170 | 77.4 |
May 2013 | Fair | Fair | Very Good | Fair | 191 | 79.4 |
May 2011 | Fair | Fair | Very Good | Fair | 191 | 79.4 |
May 2009 | Fair | Fair | Very Good | Satisfactory | 191 | 85.4 |
May 2007 | Fair | Satisfactory | Very Good | Satisfactory | 244 | 86.4 |
May 2005 | Fair | Satisfactory | Good | Satisfactory | 230 | 85.4 |
May 2003 | Fair | Satisfactory | Good | Satisfactory | 220 | 85.4 |
May 2001 | Fair | Satisfactory | Good | Satisfactory | 201 | 85.4 |
May 1999 | Fair | Satisfactory | Good | Satisfactory | 364 | 80.8 |
May 1997 | Fair | Satisfactory | Good | Satisfactory | 354 | 80.8 |
May 1995 | Fair | Very Good | Good | Satisfactory | 354 | 79.8 |
May 1993 | Fair | Fair | Very Good | Satisfactory | 331 | 82.8 |
June 1991 | Fair | Fair | Very Good | Fair | 340 | 68.8 |