CR 9 over US 33
Map
Coordinates:
+40.14299, -83.2086540°08'35" N, 83°12'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 9 over US 33 |
Structure number: | 8001472 |
Location: | 1.92 MI S OF US42 |
Purpose: | Carries highway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 290.0 ft. [88.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 36° |
Owner: | State Highway Agency [01] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,772 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 74.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Very Good | Good | Satisfactory | 1772 | 74.8 |
April 2017 | Good | Very Good | Good | Good | 1772 | 71.1 |
March 2016 | Good | Very Good | Good | Good | 1772 | 71.1 |
March 2015 | Good | Very Good | Good | Good | 100 | 83.5 |
June 2014 | Good | Very Good | Good | Very Good | 100 | 91.0 |
February 2013 | Good | Very Good | Good | Very Good | 100 | 83.5 |
March 2012 | Good | Excellent | Good | Very Good | 100 | 83.5 |
April 2011 | Good | Excellent | Good | Very Good | 100 | 83.5 |
March 2010 | Good | Excellent | Good | Very Good | 100 | 83.5 |
March 2009 | Good | Excellent | Good | Very Good | 100 | 83.5 |
June 2008 | Fair | Satisfactory | Good | Good | 100 | 82.5 |
October 2007 | Fair | Satisfactory | Good | Good | 100 | 80.5 |
August 2006 | Fair | Satisfactory | Good | Good | 100 | 80.5 |
May 2005 | Fair | Satisfactory | Good | Good | 100 | 81.5 |
April 2004 | Fair | Satisfactory | Good | Good | 100 | 81.5 |
April 2003 | Fair | Satisfactory | Good | Good | 100 | 81.5 |
April 2002 | Fair | Satisfactory | Good | Good | 100 | 81.5 |
November 2000 | Good | Good | Good | Good | 100 | 83.5 |
April 1999 | Good | Good | Good | Good | 100 | 83.5 |
April 1998 | Good | Good | Good | Good | 100 | 83.5 |
March 1996 | Fair | Satisfactory | Good | Good | 100 | 87.5 |
April 1994 | Fair | Satisfactory | Good | Satisfactory | 100 | 87.5 |
February 1993 | Fair | Satisfactory | Good | Satisfactory | 100 | 87.5 |
March 1992 | Fair | Satisfactory | Good | Satisfactory | 100 | 87.5 |
March 1991 | Fair | Satisfactory | Good | Satisfactory | 100 | 87.5 |