FRANKLIN ROAD over NS RR & 220 NBL RAMP
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+37.25667, -79.9466737°15'24" N, 79°56'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FRANKLIN ROAD over NS RR & 220 NBL RAMP |
Structure number: | 000000000021704 |
Location: | 0.51 RT 116; 1.69 ROA SCL |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 122.1 ft. [37.2 m] |
Total length: | 546.9 ft. [166.7 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
Vertical clearance below bridge: | 15.7 ft. [4.8 m] |
Skew angle: | 46° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1936 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2016
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 8,688 [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: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 31.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $10,000,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2016 | Poor | Fair | Fair | Poor | 8688 | 31.4 |
August 2015 | Poor | Fair | Fair | Poor | 8688 | 31.4 |
August 2014 | Poor | Fair | Fair | Poor | 9900 | 30.9 |
August 2013 | Poor | Fair | Fair | Poor | 9900 | 30.9 |
August 2012 | Poor | Fair | Fair | Poor | 9900 | 30.9 |
August 2011 | Poor | Fair | Fair | Poor | 9900 | 33.3 |
September 2010 | Poor | Fair | Fair | Poor | 9282 | 31.1 |
January 2010 | Fair | Satisfactory | Fair | Satisfactory | 9282 | 48.8 |
August 2008 | Fair | Fair | Fair | Fair | 9053 | 47.8 |
September 2007 | Fair | Satisfactory | Fair | Satisfactory | 9114 | 46.7 |
September 2006 | Fair | Satisfactory | Fair | Satisfactory | 9327 | 46.7 |
September 2005 | Poor | Satisfactory | Poor | Satisfactory | 9486 | 29.9 |
September 2004 | Fair | Satisfactory | Fair | Satisfactory | 9414 | 46.6 |
September 2003 | Fair | Satisfactory | Fair | Satisfactory | 14649 | 45.4 |
October 2002 | Fair | Satisfactory | Fair | Satisfactory | 14235 | 45.5 |
September 2001 | Fair | Satisfactory | Fair | Satisfactory | 14235 | 45.5 |
September 2000 | Fair | Satisfactory | Fair | Satisfactory | 14235 | 45.5 |
September 1999 | Fair | Satisfactory | Fair | Satisfactory | 14235 | 45.5 |
October 1998 | Fair | Satisfactory | Fair | Good | 14235 | 45.5 |
October 1997 | Fair | Satisfactory | Fair | Good | 14235 | 45.5 |
October 1996 | Fair | Satisfactory | Fair | Good | 14235 | 45.5 |
September 1995 | Fair | Satisfactory | Fair | Good | 48270 | 39.8 |
September 1994 | Fair | Satisfactory | Fair | Good | 48270 | 39.8 |
October 1993 | Good | Good | Very Good | Good | 48270 | 49.8 |
October 1992 | Good | Good | Very Good | Good | 48270 | 49.8 |
October 1991 | Good | Good | Very Good | Good | 48270 | 49.8 |