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CR 238 A STORMS RD over MILL CREEK

Map

Coordinates:
+40.34625, -83.48660
40°20'47" N, 83°29'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 238 A STORMS RD over MILL CREEK
Structure number:8035334
Location:0.5 MI NORTH of SR 347
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:67 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodVery GoodExcellentVery Good6794.4
October 2017GoodVery GoodExcellentVery Good6794.4
October 2016GoodVery GoodExcellentVery Good6794.4
September 2015GoodVery GoodExcellentVery Good56288.7
December 2014GoodVery GoodExcellentVery Good56288.7
December 2013GoodVery GoodExcellentVery Good56288.7
January 2013GoodVery GoodExcellentVery Good56288.7
September 2011GoodVery GoodExcellentVery Good56288.7
April 2010GoodVery GoodExcellentVery Good24092.8
January 2009GoodVery GoodExcellentVery Good24085.0
January 2006GoodVery GoodExcellentVery Good24085.0
February 2005GoodVery GoodExcellentVery Good24085.0
February 2004GoodVery GoodExcellentVery Good24085.0
January 2003GoodVery GoodExcellentVery Good24085.0
January 2002GoodVery GoodExcellentVery Good24085.0
April 1999GoodVery GoodExcellentVery Good24085.0
November 1997GoodVery GoodExcellentVery Good24085.0
October 1996GoodVery GoodExcellentVery Good24085.0
November 1995GoodVery GoodExcellentVery Good24085.5
November 1994GoodVery GoodExcellentVery Good24085.5
November 1993GoodVery GoodExcellentVery Good24085.5
November 1992GoodGoodVery GoodVery Good24085.5
November 1991GoodVery GoodVery GoodVery Good24085.5