James Madison Hwy. over Route 64 EBL & WBL
Map
Coordinates:
+37.97672, -78.2142037°58'36" N, 78°12'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | James Madison Hwy. over Route 64 EBL & WBL |
Structure number: | 000000000011407 |
Location: | 6.83 From 22 & .57 To 250 |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 306.1 ft. [93.3 m] |
Roadway width between curbs: | 36.7 ft. [11.2 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,547 [as of 2014] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
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: | 85.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Fair | 3547 | 85.6 |
August 2015 | Fair | Satisfactory | Satisfactory | Fair | 3547 | 85.6 |
August 2013 | Fair | Satisfactory | Satisfactory | Fair | 2809 | 83.7 |
August 2011 | Fair | Satisfactory | Satisfactory | Fair | 2809 | 69.4 |
August 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2809 | 79.1 |
August 2007 | Good | Good | Good | Good | 2790 | 82.1 |
August 2005 | Good | Good | Good | Good | 2607 | 82.1 |
August 2003 | Good | Good | Good | Good | 2306 | 82.2 |
August 2001 | Fair | Satisfactory | Good | Good | 2088 | 82.2 |
August 1999 | Fair | Satisfactory | Fair | Good | 1337 | 70.3 |
August 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 3700 | 80.0 |
September 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 2800 | 80.2 |
August 1993 | Fair | Satisfactory | Good | Satisfactory | 2888 | 82.2 |
August 1991 | Fair | Satisfactory | Very Good | Satisfactory | 3377 | 82.1 |