JEFFERSON ST over NS RAILWAY
Map
Coordinates:
+37.25764, -79.9418537°15'27" N, 79°56'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | JEFFERSON ST over NS RAILWAY |
Structure number: | 000000000021597 |
Location: | 0.20 MI FROM RTE 116 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 200.1 ft. [61.0 m] |
Total length: | 379.9 ft. [115.8 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 46° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1926 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,000 [as of 2017] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 60.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $353,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Fair | Satisfactory | 14000 | 60.8 |
September 2016 | Fair | Satisfactory | Fair | Satisfactory | 13967 | 50.1 |
September 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 13000 | 60.8 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 13000 | 60.8 |
September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 14542 | 61.6 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 14542 | 61.6 |
August 2009 | Fair | Satisfactory | Fair | Satisfactory | 14542 | 51.0 |
September 2008 | Good | Very Good | Very Good | Very Good | 14542 | 62.6 |
August 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 14542 | 61.6 |
September 2006 | Fair | Good | Satisfactory | Good | 14542 | 61.6 |
October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 14542 | 61.6 |
February 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 14542 | 61.6 |
November 2003 | Fair | Good | Satisfactory | Good | 14542 | 61.6 |
November 2002 | Fair | Good | Satisfactory | Good | 14542 | 61.6 |
September 2001 | Fair | Good | Satisfactory | Good | 14542 | 63.6 |
November 2000 | Good | Good | Good | Good | 14542 | 61.6 |
November 1999 | Good | Good | Good | Good | 14542 | 61.6 |
October 1998 | Good | Good | Good | Good | 14542 | 61.6 |
January 1998 | Good | Good | Good | Good | 14542 | 61.6 |
November 1996 | Fair | Good | Satisfactory | Good | 14542 | 61.6 |
November 1995 | Poor | Satisfactory | Satisfactory | Poor | 14542 | 36.1 |
November 1994 | Fair | Satisfactory | Satisfactory | Fair | 14300 | 51.6 |
November 1993 | Poor | Satisfactory | Fair | Poor | 14300 | 36.2 |
November 1992 | Poor | Satisfactory | Fair | Poor | 11700 | 36.9 |
November 1991 | Poor | Satisfactory | Fair | Poor | 11700 | 36.9 |