KNOX-SCHOOL RD 403 over NO NAME STREAM
Map
Coordinates:
+40.89839, -81.0311340°53'54" N, 81°01'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KNOX-SCHOOL RD 403 over NO NAME STREAM |
Structure number: | 1531174 |
Location: | 0.2 MI S SR62 |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1967 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,920 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Very Good | 1920 | 82.9 |
August 2017 | Good | Good | Good | Very Good | 1920 | 82.9 |
June 2016 | Good | Good | Good | Very Good | 1920 | 82.9 |
June 2015 | Good | Good | Good | Very Good | 820 | 83.1 |
May 2014 | Good | Good | Good | Very Good | 820 | 99.9 |
May 2013 | Good | Good | Very Good | Very Good | 820 | 83.1 |
July 2012 | Good | Good | Very Good | Very Good | 820 | 83.1 |
June 2011 | Good | Good | Very Good | Very Good | 820 | 83.1 |
July 2010 | Good | Good | Very Good | Very Good | 820 | 92.4 |
May 2009 | Good | Good | Very Good | Very Good | 820 | 92.4 |
July 2008 | Good | Good | Very Good | Very Good | 820 | 91.4 |
October 2006 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
February 2005 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
January 2004 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
July 2002 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
September 2001 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
August 2000 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
June 1999 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
May 1998 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
June 1996 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
June 1995 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
July 1993 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
July 1992 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |
June 1991 | Good | Very Good | Very Good | Very Good | 820 | 91.4 |