SR 94 over EAST BRANCH ROCKY RIVER

Map

Coordinates:
+41.23917, -81.72750
41°14'21" N, 81°43'39" 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]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	30.7 tons `[27.9 metric tons]`
Sufficiency rating:	67.0

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	67.0	Poor	Fair	Fair	Poor	SD	4118
September 2015	65.4	Poor	Fair	Fair	Poor	SD	6670
December 2014	84.9	Fair	Fair	Fair	Fair	-	6670
September 2013	81.7	Fair	Fair	Fair	Fair	-	6670
August 2012	81.7	Fair	Fair	Fair	Fair	-	6670
August 2011	81.7	Fair	Fair	Fair	Fair	-	6670
August 2010	81.6	Fair	Fair	Fair	Fair	-	7390
August 2009	93.8	Fair	Satisfactory	Satisfactory	Satisfactory	-	7390
September 2008	93.8	Fair	Satisfactory	Satisfactory	Satisfactory	-	7390
October 2007	93.9	Fair	Satisfactory	Satisfactory	Satisfactory	-	6750
December 2006	93.9	Fair	Satisfactory	Satisfactory	Satisfactory	-	6750
October 2005	96.7	Fair	Satisfactory	Satisfactory	Satisfactory	-	1550
November 2004	94.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	6256
August 2003	94.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	6256
April 2002	94.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	6256
June 2000	94.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	6256
April 1999	82.7	Fair	Satisfactory	Satisfactory	Fair	-	6686
May 1998	80.7	Fair	Satisfactory	Satisfactory	Fair	-	6686
May 1997	82.7	Fair	Satisfactory	Satisfactory	Fair	-	6686
July 1996	85.6	Fair	Satisfactory	Satisfactory	Fair	-	6686
August 1995	96.7	Fair	Satisfactory	Satisfactory	Satisfactory	-	6686
July 1994	96.7	Fair	Satisfactory	Satisfactory	Satisfactory	-	6686
June 1993	96.7	Good	Good	Good	Good	-	6686
August 1992	96.9	Good	Good	Good	Good	-	5468
May 1991	96.9	Good	Very Good	Very Good	Very Good	-	5468