CR 17/1 SLS over RATTLESNAKE RUN
Map
Coordinates:
+39.41904, -77.7521839°25'09" N, 77°45'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 17/1 SLS over RATTLESNAKE RUN |
Structure number: | 00000000019A007 |
Location: | 1.79 MI E OF CR 31/1 SLS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 34.5 ft. [10.5 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 8° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
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: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 310 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
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: | 41.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $110,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Poor | Poor | Poor | Good | 310 | 41.8 |
May 2015 | Poor | Poor | Poor | Good | 300 | 52.3 |
May 2013 | Poor | Poor | Poor | Good | 300 | 52.3 |
May 2012 | Poor | Poor | Poor | Good | 300 | 53.0 |
May 2010 | Poor | Poor | Poor | Good | 300 | 47.2 |
May 2008 | Poor | Fair | Poor | Good | 300 | 50.9 |
May 2006 | Poor | Fair | Poor | Good | 300 | 55.0 |
December 2004 | Poor | Fair | Poor | Good | 300 | 55.0 |
December 2002 | Fair | Fair | Fair | Satisfactory | 300 | 71.0 |
December 2000 | Fair | Fair | Fair | Satisfactory | 300 | 71.0 |
December 1998 | Fair | Fair | Satisfactory | Good | 300 | 82.0 |
December 1996 | Fair | Fair | Satisfactory | Good | 300 | 82.0 |
December 1994 | Fair | Fair | Satisfactory | Good | 300 | 81.0 |
January 1993 | Fair | Satisfactory | Satisfactory | Good | 300 | 80.0 |
February 1991 | Fair | Satisfactory | Satisfactory | Good | 300 | 81.8 |