Johns Creek Rd/632 over Johns Creek
Map
Coordinates:
+37.44551, -80.3391137°26'44" N, 80°20'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Johns Creek Rd/632 over Johns Creek |
Structure number: | 000000000005544 |
Location: | 3.16-Rte658;4.20-Rte635 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1940 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 64 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 desirable criteria [8] |
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: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Very Good | Satisfactory | 64 | 95.0 |
February 2015 | Fair | Good | Very Good | Satisfactory | 68 | 95.0 |
February 2013 | Fair | Good | Very Good | Satisfactory | 68 | 95.0 |
February 2011 | Fair | Good | Very Good | Satisfactory | 68 | 95.0 |
February 2009 | Good | Good | Very Good | Good | 68 | 95.0 |
February 2007 | Good | Good | Very Good | Good | 68 | 98.0 |
January 2005 | Good | Very Good | Very Good | Good | 66 | 95.0 |
January 2003 | Good | Very Good | Very Good | Good | 66 | 95.0 |
February 2001 | Good | Very Good | Very Good | Good | 60 | 95.0 |
February 1999 | Good | Excellent | Excellent | Good | 60 | 95.0 |
July 1997 | Poor | Poor | Fair | Poor | 120 | 24.1 |
July 1996 | Poor | Poor | Fair | Poor | 60 | 39.2 |
August 1995 | Fair | Fair | Satisfactory | Fair | 60 | 48.7 |
July 1994 | Fair | Fair | Satisfactory | Fair | 60 | 48.7 |
July 1993 | Fair | Satisfactory | Satisfactory | Fair | 60 | 49.7 |
July 1992 | Fair | Satisfactory | Satisfactory | Fair | 55 | 47.9 |
June 1990 | Fair | Very Good | Satisfactory | Fair | 55 | 47.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 960 | 960 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,242 | 5,142 | 100 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 20 | 8 | 9 | 3 | 0 |
Reinforced Concrete Abutment | linear ft. | 79 | 69 | 0 | 10 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 38 | 37 | 1 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,627 | 1,627 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,627 | 1,597 | 30 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 164 | 164 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 328 | 178 | 0 | 150 | 0 |