Route 658 over Johns Creek
Map
Coordinates:
+37.41561, -80.3896137°24'56" N, 80°23'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Route 658 over Johns Creek |
Structure number: | 000000000005552 |
Location: | 3.65-Rte 662;0.05-Rte 632 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1942 |
Year reconstructed: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 147 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 76.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $4,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 147 | 76.9 |
July 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 147 | 76.9 |
July 2013 | Fair | Satisfactory | Good | Satisfactory | 137 | 76.9 |
July 2011 | Fair | Good | Good | Satisfactory | 137 | 76.9 |
July 2009 | Fair | Good | Good | Satisfactory | 137 | 76.9 |
July 2007 | Fair | Good | Good | Satisfactory | 137 | 79.9 |
July 2005 | Good | Very Good | Good | Good | 102 | 80.0 |
July 2003 | Good | Very Good | Good | Good | 102 | 77.0 |
July 2001 | Good | Very Good | Good | Good | 102 | 77.0 |
August 1999 | Good | Very Good | Very Good | Good | 90 | 94.0 |
July 1997 | Good | Very Good | Very Good | Good | 172 | 76.8 |
August 1995 | Good | Very Good | Very Good | Good | 90 | 94.0 |
September 1993 | Good | Very Good | Very Good | Good | 166 | 32.4 |
September 1991 | Fair | Very Good | Fair | Very Good | 85 | 83.8 |
October 1990 | Fair | Very Good | Fair | Very Good | 85 | 83.8 |