Thomas Jefferson H over Wards Fork Creek
Map
Coordinates:
+37.12374, -78.6567437°07'25" N, 78°39'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Thomas Jefferson H over Wards Fork Creek |
Structure number: | 000000000004842 |
Location: | 0.35 Rt 661 / 0.55 Rt 660 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 83.0 ft. [25.3 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,295 [as of 2014] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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 corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 65.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,429,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Fair | Good | 1295 | 65.5 |
October 2016 | Fair | Satisfactory | Fair | Good | 1295 | 65.5 |
October 2014 | Fair | Satisfactory | Fair | Good | 1300 | 65.5 |
October 2012 | Fair | Satisfactory | Fair | Good | 1385 | 67.4 |
October 2010 | Fair | Satisfactory | Fair | Good | 1385 | 65.6 |
October 2008 | Fair | Satisfactory | Fair | Good | 1385 | 65.6 |
November 2006 | Fair | Good | Fair | Good | 1653 | 65.3 |
November 2004 | Fair | Good | Fair | Good | 1604 | 65.4 |
October 2002 | Fair | Good | Satisfactory | Good | 1254 | 77.9 |
November 2000 | Good | Very Good | Good | Very Good | 1224 | 78.0 |
October 1998 | Fair | Good | Satisfactory | Good | 1224 | 78.0 |
October 1996 | Good | Very Good | Good | Very Good | 1900 | 77.4 |
December 1994 | Good | Very Good | Good | Very Good | 1100 | 79.0 |
October 1992 | Good | Very Good | Very Good | Very Good | 991 | 80.2 |
October 1991 | Good | Very Good | Very Good | Very Good | 3360 | 76.1 |