GEORGETOWN RD 400 over NO NAME STREAM
Map
Coordinates:
+40.83545, -81.0666340°50'08" N, 81°03'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GEORGETOWN RD 400 over NO NAME STREAM |
Structure number: | 1531727 |
Location: | 0.1 MI E C401 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1917 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,114 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 59.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Fair | Satisfactory | 3114 | 59.2 |
August 2017 | Fair | Satisfactory | Fair | Satisfactory | 3114 | 59.2 |
May 2016 | Fair | Satisfactory | Fair | Satisfactory | 2491 | 59.3 |
July 2015 | Fair | Satisfactory | Fair | Satisfactory | 1910 | 61.4 |
May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1910 | 82.8 |
May 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1910 | 71.4 |
July 2012 | Fair | Satisfactory | Satisfactory | Fair | 1910 | 61.4 |
June 2011 | Fair | Satisfactory | Satisfactory | Fair | 1910 | 64.2 |
July 2010 | Fair | Satisfactory | Satisfactory | Fair | 1910 | 64.2 |
May 2009 | Fair | Satisfactory | Satisfactory | Fair | 1910 | 64.2 |
July 2008 | Fair | Satisfactory | Satisfactory | Fair | 1910 | 60.2 |
October 2006 | Fair | Satisfactory | Satisfactory | Fair | 1910 | 60.2 |
February 2005 | Fair | Very Good | Satisfactory | Satisfactory | 1910 | 71.2 |
January 2004 | Fair | Very Good | Satisfactory | Satisfactory | 1910 | 71.2 |
July 2002 | Fair | Very Good | Satisfactory | Satisfactory | 1910 | 71.2 |
August 2001 | Fair | Very Good | Satisfactory | Satisfactory | 1910 | 71.2 |
August 2000 | Fair | Very Good | Satisfactory | Satisfactory | 1910 | 71.2 |
June 1999 | Fair | Very Good | Satisfactory | Satisfactory | 1910 | 71.2 |
May 1998 | Fair | Very Good | Satisfactory | Good | 1910 | 71.2 |
June 1996 | Good | Good | Good | Good | 1910 | 71.2 |
June 1995 | Fair | Very Good | Satisfactory | Satisfactory | 1910 | 71.3 |
July 1993 | Good | Very Good | Good | Good | 1910 | 71.3 |
August 1992 | Good | Very Good | Good | Good | 1910 | 71.3 |
June 1991 | Good | Very Good | Good | Good | 1910 | 71.3 |