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C101D HINTON MILL over MILL CREEK

Map

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

Facts

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]

Latest Available Inspection: October 2018

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodGood30099.9
November 2017GoodVery GoodVery GoodVery Good30099.9
November 2016GoodVery GoodVery GoodVery Good30099.9
November 2015GoodVery GoodVery GoodVery Good200100.0
March 2015GoodVery GoodVery GoodVery Good200100.0
January 2014GoodVery GoodVery GoodVery Good20063.0
February 2013GoodVery GoodVery GoodVery Good20063.0
November 2011GoodVery GoodVery GoodVery Good20063.0
May 2010GoodGoodVery GoodVery Good20063.0
February 2009GoodGoodVery GoodVery Good20089.8
January 2006GoodGoodVery GoodVery Good20089.8
March 2005GoodGoodVery GoodVery Good20089.8
January 2004GoodGoodVery GoodVery Good20089.8
January 2003GoodGoodVery GoodVery Good20089.8
January 2002GoodGoodVery GoodVery Good20089.8
April 1999GoodGoodVery GoodVery Good20089.8
September 1997GoodGoodVery GoodVery Good20089.8
August 1996GoodGoodVery GoodVery Good20089.8
September 1995GoodGoodVery GoodVery Good200100.0
October 1994GoodGoodVery GoodVery Good200100.0
November 1993GoodGoodVery GoodVery Good200100.0
December 1992GoodExcellentExcellentExcellent200100.0