S.R.66 over MILL CREEK
Map
Coordinates:
+41.62551, -84.3260241°37'32" N, 84°19'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S.R.66 over MILL CREEK |
Structure number: | 2601087 |
Location: | 0.17MI N. OF CO.RD.L |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 36.1 ft. [11.0 m] |
Total length: | 101.1 ft. [30.8 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Skew angle: | 16° |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,494 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
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: | 85.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 2494 | 85.1 |
October 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2494 | 85.1 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 2494 | 85.1 |
November 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 2410 | 82.4 |
November 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 2410 | 92.8 |
November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 2410 | 63.7 |
November 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 2410 | 63.7 |
November 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1910 | 66.1 |
November 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1910 | 68.1 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1910 | 68.3 |
November 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 71.6 |
November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 71.6 |
December 2006 | Fair | Fair | Satisfactory | Fair | 600 | 60.3 |
December 2005 | Fair | Satisfactory | Satisfactory | Fair | 1090 | 59.8 |
November 2004 | Fair | Satisfactory | Satisfactory | Fair | 1090 | 59.8 |
November 2003 | Fair | Satisfactory | Satisfactory | Fair | 1570 | 58.3 |
November 2001 | Fair | Satisfactory | Satisfactory | Fair | 1570 | 58.3 |
December 1999 | Fair | Satisfactory | Satisfactory | Fair | 1570 | 58.3 |
December 1998 | Fair | Satisfactory | Satisfactory | Fair | 1730 | 57.8 |
December 1995 | Fair | Satisfactory | Satisfactory | Fair | 1350 | 59.0 |
November 1994 | Fair | Good | Good | Fair | 1350 | 59.0 |
January 1994 | Fair | Good | Good | Fair | 1350 | 59.0 |
December 1992 | Fair | Good | Good | Fair | 1350 | 59.0 |
November 1991 | Fair | Good | Good | Satisfactory | 1350 | 69.7 |