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C101A HINTON MILL over MILL CREEK

Map

Coordinates:
+40.22779, -83.29835
40°13'40" N, 83°17'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C101A HINTON MILL over MILL CREEK
Structure number:8030073
Location:0.5 MI EAST of WATKINS RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1997
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:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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 2018GoodExcellentExcellentExcellent30099.9
November 2017GoodExcellentExcellentExcellent30099.9
November 2016GoodExcellentExcellentExcellent30099.9
November 2015GoodExcellentExcellentExcellent79691.2
March 2015GoodExcellentExcellentExcellent79691.2
January 2014GoodExcellentExcellentExcellent79691.2
February 2013GoodExcellentExcellentExcellent79691.2
November 2011GoodExcellentExcellentExcellent79691.2
May 2010GoodExcellentExcellentExcellent79691.2
February 2009GoodExcellentExcellentExcellent79683.6
February 2006GoodExcellentExcellentExcellent79683.6
March 2005GoodExcellentExcellentExcellent79683.6
January 2004GoodExcellentExcellentExcellent79683.6
January 2003GoodExcellentExcellentExcellent79683.6
January 2002GoodExcellentExcellentExcellent79683.6
April 1999GoodExcellentExcellentExcellent79683.6
December 1997GoodExcellentExcellentExcellent79683.6