MOUNTAIN RD over PASSAGE CREEK
Map
Coordinates:
+38.95107, -78.2941638°57'04" N, 78°17'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MOUNTAIN RD over PASSAGE CREEK |
Structure number: | 000000000018788 |
Location: | 0.31 TO 615 - 0.20 TO 678 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 48.9 ft. [14.9 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 5° |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Year reconstructed: | 2012 |
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: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 864 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 86.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 864 | 86.6 |
October 2016 | Good | Very Good | Very Good | Very Good | 864 | 86.5 |
October 2014 | Good | Very Good | Very Good | Very Good | 936 | 83.5 |
October 2012 | Good | Excellent | Excellent | Very Good | 936 | 83.5 |
November 2010 | Fair | Good | Fair | Very Good | 936 | 66.3 |
December 2008 | Fair | Good | Fair | Very Good | 936 | 66.3 |
September 2006 | Fair | Very Good | Satisfactory | Very Good | 844 | 77.5 |
September 2004 | Fair | Very Good | Satisfactory | Very Good | 628 | 84.0 |
October 2002 | Good | Very Good | Good | Very Good | 608 | 84.0 |
September 2000 | Good | Very Good | Good | Very Good | 478 | 84.0 |
September 1998 | Good | Very Good | Very Good | Very Good | 478 | 84.0 |
October 1996 | Fair | Satisfactory | Very Good | Very Good | 465 | 84.0 |
September 1994 | Good | Very Good | Very Good | Very Good | 276 | 84.0 |
October 1992 | Good | Very Good | Very Good | Very Good | 276 | 84.0 |
October 1990 | Good | Very Good | Very Good | Very Good | 310 | 84.0 |