COUNTY ROUTE 36/3 over CAN CREEK
Map
Coordinates:
+37.80389, -80.3058737°48'14" N, 80°18'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 36/3 over CAN CREEK |
Structure number: | 00000000013A193 |
Location: | 0.30 Miles W. of CR 36 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 31.8 ft. [9.7 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Skew angle: | 37° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [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: February 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 55 [as of 2015] |
Deck condition: | Fair [5 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 53.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $484,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Poor | Fair | Poor | Satisfactory | 55 | 53.0 |
February 2015 | Fair | Satisfactory | Fair | Satisfactory | 50 | 74.7 |
February 2013 | Fair | Satisfactory | Fair | Good | 20 | 74.7 |
February 2011 | Fair | Satisfactory | Fair | Very Good | 20 | 71.9 |
February 2009 | Fair | Satisfactory | Fair | Very Good | 50 | 63.0 |
February 2007 | Fair | Good | Fair | Very Good | 50 | 63.0 |
February 2005 | Fair | Good | Fair | Very Good | 50 | 71.9 |
February 2003 | Fair | Good | Fair | Very Good | 50 | 71.9 |
August 2000 | Fair | Good | Fair | Very Good | 50 | 74.6 |
August 1998 | Fair | Fair | Fair | Very Good | 50 | 73.6 |
August 1996 | Fair | Good | Fair | Very Good | 20 | 76.0 |
August 1994 | Fair | Very Good | Fair | Very Good | 50 | 76.6 |
August 1992 | Fair | Very Good | Fair | Very Good | 50 | 76.6 |
August 1990 | Fair | Very Good | Fair | Very Good | 50 | 76.6 |