Share: 
Johns Creek Rd 632 over Dicks Creek
Map
Coordinates:
+37.42366, -80.38199
37°25'25" N, 80°22'55" W
+37.42366, -80.38199
37°25'25" N, 80°22'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Johns Creek Rd 632 over Dicks Creek |
| Structure number: | 000000000005541 |
| Location: | 0.80-RT658W; 0.00-RT658E |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 42.0 ft. [12.8 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1940 |
| Year reconstructed: | 1994 |
| 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: July 2016
| 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: | Good [7 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 95.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $760,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2016 | Fair | Good | Good | Satisfactory | 64 | 95.0 |
| July 2014 | Fair | Good | Good | Satisfactory | 150 | 77.9 |
| July 2012 | Fair | Good | Good | Satisfactory | 150 | 77.9 |
| July 2010 | Fair | Good | Good | Satisfactory | 150 | 78.9 |
| July 2008 | Fair | Good | Good | Satisfactory | 150 | 80.9 |
| July 2006 | Fair | Good | Good | Satisfactory | 150 | 80.9 |
| July 2004 | Fair | Good | Very Good | Satisfactory | 125 | 77.9 |
| August 2002 | Fair | Good | Very Good | Satisfactory | 125 | 78.0 |
| August 2000 | Fair | Good | Very Good | Satisfactory | 60 | 95.0 |
| August 1998 | Fair | Very Good | Good | Satisfactory | 60 | 98.0 |
| July 1996 | Fair | Very Good | Very Good | Satisfactory | 60 | 95.0 |
| September 1994 | Fair | Excellent | Excellent | Satisfactory | 60 | 95.0 |
| July 1993 | Fair | Satisfactory | Fair | Fair | 60 | 48.8 |
| July 1992 | Fair | Satisfactory | Fair | Fair | 55 | 49.9 |
| June 1990 | Fair | Satisfactory | Satisfactory | Fair | 111 | 42.4 |
© Copyright 2012-19, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1574377
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1574377