MILL GAP ROAD over TOWNSEND DRAFT
Map
Coordinates:
+38.29283, -79.7616738°17'34" N, 79°45'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILL GAP ROAD over TOWNSEND DRAFT |
Structure number: | 000000000026661 |
Location: | 3.34 W VA - 0.93 RT 600 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 65.0 ft. [19.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 169 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Very Good | Very Good | 169 | 92.2 |
January 2015 | Good | Good | Very Good | Very Good | 227 | 92.1 |
January 2013 | Good | Very Good | Very Good | Very Good | 227 | 92.1 |
January 2011 | Good | Very Good | Very Good | Very Good | 227 | 94.1 |
December 2008 | Good | Very Good | Very Good | Very Good | 227 | 94.1 |
November 2006 | Good | Very Good | Good | Very Good | 172 | 94.2 |
November 2004 | Good | Very Good | Good | Very Good | 163 | 94.5 |
November 2002 | Good | Very Good | Good | Very Good | 201 | 94.5 |
November 2000 | Good | Excellent | Excellent | Excellent | 164 | 94.5 |