CARTERSVILLE ROAD over DEEP CREEK
Map
Coordinates:
+37.60429, -77.9998337°36'15" N, 77°59'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CARTERSVILLE ROAD over DEEP CREEK |
Structure number: | 000000000013863 |
Location: | 2.63 Fr 715 & 0.94 To 600 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1935 |
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: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 860 [as of 2017] |
Truck traffic: | 2% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 27.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $100,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Poor | Poor | Poor | Satisfactory | 860 | 27.5 |
December 2017 | Poor | Poor | Poor | Satisfactory | 801 | 25.5 |
December 2015 | Poor | Poor | Poor | Satisfactory | 801 | 25.5 |
December 2014 | Poor | Poor | Poor | Satisfactory | 739 | 29.2 |
December 2013 | Poor | Poor | Poor | Satisfactory | 739 | 29.2 |
December 2012 | Poor | Poor | Poor | Satisfactory | 739 | 29.2 |
December 2011 | Poor | Poor | Poor | Good | 739 | 38.1 |
December 2010 | Poor | Poor | Poor | Good | 739 | 38.1 |
December 2009 | Poor | Poor | Poor | Good | 739 | 38.1 |
January 2009 | Poor | Poor | Poor | Good | 810 | 34.8 |
January 2008 | Poor | Poor | Poor | Good | 751 | 34.9 |
January 2007 | Poor | Poor | Poor | Satisfactory | 733 | 17.4 |
January 2006 | Poor | Satisfactory | Poor | Satisfactory | 675 | 22.0 |
January 2005 | Poor | Good | Poor | Good | 662 | 22.1 |
January 2004 | Poor | Good | Poor | Good | 643 | 22.2 |
January 2003 | Poor | Satisfactory | Poor | Good | 680 | 22.0 |
March 2001 | Poor | Good | Poor | Good | 682 | 22.0 |
April 2000 | Poor | Satisfactory | Poor | Good | 643 | 22.2 |
April 1999 | Poor | Fair | Poor | Satisfactory | 643 | 20.9 |
April 1998 | Poor | Fair | Poor | Satisfactory | 625 | 21.0 |
April 1997 | Fair | Good | Satisfactory | Very Good | 625 | 48.6 |
April 1996 | Fair | Good | Fair | Good | 625 | 38.2 |
April 1995 | Fair | Good | Fair | Good | 625 | 37.7 |
April 1994 | Fair | Good | Fair | Very Good | 473 | 40.0 |
April 1993 | Fair | Good | Fair | Very Good | 473 | 40.0 |
April 1992 | Fair | Good | Fair | Very Good | 473 | 52.6 |