TOWNSHIP ROAD 26 over TIFFIN RIVER OVERFLOW

Map

Coordinates:
+41.56183, -84.36159
41°33'43" N, 84°21'42" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	TOWNSHIP ROAD 26 over TIFFIN RIVER OVERFLOW
Structure number:	2635291
Location:	0.3 MI. N. OF ROAD F
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	134.8 ft. `[41.1 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1992
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	192 `[as of 2015]`
Truck traffic:	13% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	99.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Good	Good	Good	Good	192	99.9
December 2017	Good	Good	Good	Good	192	99.9
November 2016	Good	Good	Good	Good	192	99.9
November 2015	Good	Good	Good	Good	192	99.9
November 2014	Good	Good	Good	Good	135	100.0
November 2013	Good	Good	Good	Good	135	100.0
October 2012	Good	Good	Good	Good	135	99.0
December 2011	Good	Good	Good	Good	135	99.0
November 2010	Good	Good	Very Good	Good	135	99.0
November 2009	Good	Good	Very Good	Good	506	94.3
November 2008	Good	Good	Very Good	Good	506	94.3
November 2007	Good	Good	Very Good	Good	506	94.3
November 2006	Good	Good	Very Good	Good	506	94.3
October 2004	Good	Good	Very Good	Good	506	94.3
October 2003	Good	Good	Very Good	Good	506	94.3
November 2002	Good	Good	Very Good	Good	506	94.3
November 2001	Good	Good	Very Good	Good	506	94.3
November 1999	Good	Good	Very Good	Very Good	506	94.3
December 1998	Good	Good	Very Good	Very Good	319	94.4
November 1997	Good	Good	Very Good	Very Good	319	94.4
November 1996	Good	Very Good	Very Good	Very Good	319	94.4
November 1995	Good	Very Good	Very Good	Very Good	319	93.9
December 1994	Good	Very Good	Very Good	Very Good	319	93.9
December 1993	Good	Very Good	Very Good	Very Good	319	93.9
December 1992	Good	Excellent	Excellent	Excellent	319	93.9