RIDGE RD. over ROSIER CREEK
Map
Coordinates:
+38.26051, -77.0440738°15'38" N, 77°02'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RIDGE RD. over ROSIER CREEK |
Structure number: | 000000000019224 |
Location: | 3.6M COL.BEACH-0.1M K.GEO |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 51.8 ft. [15.8 m] |
Total length: | 54.1 ft. [16.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,673 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 71.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $500,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Fair | Satisfactory | Satisfactory | 4673 | 71.2 |
May 2016 | Fair | Fair | Satisfactory | Satisfactory | 4673 | 71.2 |
May 2014 | Fair | Satisfactory | Good | Good | 4396 | 69.9 |
May 2012 | Fair | Satisfactory | Good | Good | 4396 | 69.9 |
May 2010 | Fair | Satisfactory | Good | Good | 4396 | 62.6 |
May 2008 | Fair | Satisfactory | Good | Good | 4396 | 62.6 |
May 2006 | Fair | Satisfactory | Good | Good | 4315 | 62.8 |
July 2004 | Fair | Satisfactory | Good | Good | 4732 | 62.0 |
June 2002 | Fair | Satisfactory | Good | Good | 4609 | 62.2 |
May 2000 | Fair | Satisfactory | Good | Good | 5658 | 56.6 |
June 1998 | Fair | Satisfactory | Good | Good | 5658 | 59.6 |
June 1996 | Fair | Satisfactory | Good | Good | 5500 | 59.9 |
June 1994 | Good | Good | Very Good | Very Good | 5500 | 60.0 |
May 1993 | Good | Good | Very Good | Very Good | 5654 | 59.7 |
June 1992 | Good | Good | Very Good | Very Good | 4415 | 65.7 |
May 1991 | Good | Good | Very Good | Very Good | 4465 | 65.6 |