RIDGE RD. over TIDES MILL STREAM
Map
Coordinates:
+38.27281, -76.9969638°16'22" N, 76°59'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RIDGE RD. over TIDES MILL STREAM |
Structure number: | 000000000019223 |
Location: | 0.2M COL.BEACH-3.5M K.GEO |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Year reconstructed: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,673 [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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 69.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $650,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Very Good | Very Good | Very Good | 4673 | 69.7 |
May 2015 | Good | Very Good | Very Good | Very Good | 4673 | 69.7 |
May 2013 | Good | Very Good | Very Good | Very Good | 4396 | 70.4 |
March 2013 | Good | Excellent | Very Good | Very Good | 4396 | 70.4 |
May 2011 | Poor | Fair | Poor | Fair | 4396 | 29.2 |
May 2010 | Poor | Fair | Poor | Fair | 4396 | 29.2 |
May 2009 | Poor | Fair | Poor | Fair | 4396 | 29.2 |
May 2008 | Poor | Fair | Poor | Fair | 4584 | 29.2 |
May 2007 | Poor | Fair | Poor | Fair | 4412 | 29.2 |
May 2006 | Poor | Fair | Poor | Fair | 4315 | 29.2 |
May 2005 | Poor | Fair | Poor | Fair | 4276 | 29.2 |
May 2004 | Poor | Fair | Poor | Fair | 4732 | 34.9 |
May 2003 | Poor | Fair | Poor | Fair | 4636 | 34.9 |
June 2002 | Poor | Fair | Poor | Fair | 4609 | 34.9 |
May 2001 | Poor | Fair | Poor | Fair | 4672 | 34.9 |
May 2000 | Poor | Fair | Poor | Fair | 5658 | 34.9 |
July 1999 | Poor | Fair | Poor | Fair | 5658 | 34.9 |
June 1998 | Poor | Fair | Poor | Fair | 5500 | 34.9 |
May 1997 | Poor | Fair | Poor | Fair | 5500 | 34.9 |
June 1996 | Poor | Satisfactory | Poor | Satisfactory | 5500 | 35.9 |
May 1995 | Fair | Fair | Fair | Satisfactory | 5500 | 48.9 |
June 1994 | Fair | Fair | Fair | Satisfactory | 5500 | 49.9 |
May 1993 | Fair | Fair | Fair | Fair | 5654 | 49.9 |
June 1992 | Fair | Fair | Fair | Fair | 4415 | 51.0 |
June 1991 | Fair | Fair | Fair | Fair | 4465 | 50.9 |