LEWISTON PLANK RD. over LITTLE NOTTOWAY RIVER
Map
Coordinates:
+37.14278, -78.1777437°08'34" N, 78°10'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LEWISTON PLANK RD. over LITTLE NOTTOWAY RIVER |
Structure number: | 000000000012904 |
Location: | 1.9 FR 625 & .7 TO 633 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 188.0 ft. [57.3 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1946 |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,700 [as of 2017] |
Truck traffic: | 8% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 67.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $145,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Fair | 1700 | 67.7 |
August 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1642 | 79.2 |
August 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1350 | 79.0 |
August 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1350 | 80.0 |
August 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1350 | 80.0 |
July 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1350 | 80.0 |
July 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1448 | 80.9 |
July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 1482 | 80.8 |
July 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 4599 | 70.7 |
July 2000 | Fair | Good | Satisfactory | Satisfactory | 1172 | 81.2 |
July 1998 | Fair | Good | Satisfactory | Satisfactory | 1172 | 81.2 |
July 1996 | Fair | Good | Satisfactory | Satisfactory | 1295 | 81.1 |
July 1994 | Good | Very Good | Very Good | Very Good | 1295 | 81.1 |
July 1992 | Good | Very Good | Very Good | Very Good | 815 | 80.7 |
July 1990 | Good | Very Good | Very Good | Very Good | 498 | 87.4 |