SR 94 over EAST BRANCH ROCKY RIVER

Map

Coordinates:
+41.23945, -81.72777
41°14'22" N, 81°43'40" W

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]`

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

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