C101D HINTON MILL over MILL CREEK

Map

Coordinates:
+40.23192, -83.23907
40°13'55" N, 83°14'21" W

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

Name:	C101D HINTON MILL over MILL CREEK
Structure number:	8032734
Location:	0.4 MI EAST OF FISH RD.
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	78.1 ft. `[23.8 m]`
Total length:	203.1 ft. `[61.9 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Skew angle:	20°
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:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	300 `[as of 2015]`
Truck traffic:	7% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 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 minimum criteria `[6]`
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
October 2018	Good	Very Good	Very Good	Good	300	99.9
November 2017	Good	Very Good	Very Good	Very Good	300	99.9
November 2016	Good	Very Good	Very Good	Very Good	300	99.9
November 2015	Good	Very Good	Very Good	Very Good	200	100.0
March 2015	Good	Very Good	Very Good	Very Good	200	100.0
January 2014	Good	Very Good	Very Good	Very Good	200	63.0
February 2013	Good	Very Good	Very Good	Very Good	200	63.0
November 2011	Good	Very Good	Very Good	Very Good	200	63.0
May 2010	Good	Good	Very Good	Very Good	200	63.0
February 2009	Good	Good	Very Good	Very Good	200	89.8
January 2006	Good	Good	Very Good	Very Good	200	89.8
March 2005	Good	Good	Very Good	Very Good	200	89.8
January 2004	Good	Good	Very Good	Very Good	200	89.8
January 2003	Good	Good	Very Good	Very Good	200	89.8
January 2002	Good	Good	Very Good	Very Good	200	89.8
April 1999	Good	Good	Very Good	Very Good	200	89.8
September 1997	Good	Good	Very Good	Very Good	200	89.8
August 1996	Good	Good	Very Good	Very Good	200	89.8
September 1995	Good	Good	Very Good	Very Good	200	100.0
October 1994	Good	Good	Very Good	Very Good	200	100.0
November 1993	Good	Good	Very Good	Very Good	200	100.0
December 1992	Good	Excellent	Excellent	Excellent	200	100.0