Cascade Drive 623 over Little Stoney Creek
Map
Coordinates:
+37.33608, -80.6331837°20'10" N, 80°37'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Cascade Drive 623 over Little Stoney Creek |
Structure number: | 000000000008419 |
Location: | 0.05-Rte688; 0.25-Rte753 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 296 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 43.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,012,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Fair | Fair | Satisfactory | 296 | 43.8 |
September 2017 | Fair | Fair | Fair | Satisfactory | 296 | 47.7 |
September 2016 | Fair | Fair | Fair | Good | 296 | 47.7 |
September 2015 | Fair | Fair | Fair | Good | 296 | 47.7 |
September 2014 | Fair | Satisfactory | Fair | Good | 343 | 39.5 |
September 2013 | Fair | Satisfactory | Fair | Good | 343 | 39.5 |
September 2012 | Fair | Satisfactory | Fair | Good | 343 | 36.9 |
September 2011 | Fair | Satisfactory | Fair | Good | 343 | 36.9 |
September 2010 | Fair | Satisfactory | Fair | Good | 343 | 36.9 |
September 2009 | Fair | Satisfactory | Fair | Good | 343 | 36.9 |
September 2008 | Fair | Satisfactory | Fair | Good | 312 | 37.7 |
March 2008 | Fair | Satisfactory | Fair | Good | 324 | 37.4 |
September 2006 | Fair | Satisfactory | Fair | Fair | 322 | 19.4 |
April 2005 | Fair | Good | Good | Fair | 387 | 52.7 |
April 2004 | Good | Good | Good | Very Good | 380 | 71.9 |
April 2003 | Good | Good | Good | Very Good | 382 | 71.9 |
May 2002 | Good | Good | Good | Very Good | 404 | 69.9 |
April 2001 | Good | Good | Good | Very Good | 398 | 71.9 |
April 2000 | Good | Good | Good | Very Good | 682 | 69.9 |
April 1999 | Good | Good | Good | Good | 682 | 69.9 |
March 1999 | Fair | Good | Good | Fair | 663 | 58.9 |
March 1997 | Good | Good | Good | Very Good | 1578 | 69.9 |
March 1996 | Good | Good | Good | Very Good | 615 | 69.9 |
March 1994 | Good | Very Good | Good | Very Good | 630 | 69.9 |
April 1993 | Good | Very Good | Good | Very Good | 630 | 69.9 |
May 1992 | Good | Very Good | Good | Very Good | 589 | 47.4 |
April 1991 | Good | Very Good | Good | Very Good | 589 | 47.4 |