SR 94 over EAST BRANCH ROCKY RIVER
Map
Coordinates:
+41.23945, -81.7277741°14'22" N, 81°43'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 94 over EAST BRANCH ROCKY RIVER |
Structure number: | 5205794 |
Location: | .04 MI N OF SR 606 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 86.0 ft. [26.2 m] |
Roadway width between curbs: | 35.8 ft. [10.9 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,118 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 67.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Poor | Fair | Fair | Poor | 4118 | 67.0 |
September 2016 | Poor | Fair | Fair | Poor | 4118 | 67.0 |
September 2015 | Poor | Fair | Fair | Poor | 6670 | 65.4 |
December 2014 | Fair | Fair | Fair | Fair | 6670 | 84.9 |
September 2013 | Fair | Fair | Fair | Fair | 6670 | 81.7 |
August 2012 | Fair | Fair | Fair | Fair | 6670 | 81.7 |
August 2011 | Fair | Fair | Fair | Fair | 6670 | 81.7 |
August 2010 | Fair | Fair | Fair | Fair | 7390 | 81.6 |
August 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 7390 | 93.8 |
September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 7390 | 93.8 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 6750 | 93.9 |
December 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 6750 | 93.9 |
October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 1550 | 96.7 |
November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 6256 | 94.0 |
August 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 6256 | 94.0 |
April 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 6256 | 94.0 |
June 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 6256 | 94.0 |
April 1999 | Fair | Satisfactory | Satisfactory | Fair | 6686 | 82.7 |
May 1998 | Fair | Satisfactory | Satisfactory | Fair | 6686 | 80.7 |
May 1997 | Fair | Satisfactory | Satisfactory | Fair | 6686 | 82.7 |
July 1996 | Fair | Satisfactory | Satisfactory | Fair | 6686 | 85.6 |
August 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 6686 | 96.7 |
July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 6686 | 96.7 |
June 1993 | Good | Good | Good | Good | 6686 | 96.7 |
August 1992 | Good | Good | Good | Good | 5468 | 96.9 |
May 1991 | Good | Very Good | Very Good | Very Good | 5468 | 96.9 |