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SUMMIT ROAD over AMBERLY CREEK

Map

Coordinates:
+39.20167, -84.45428
39°12'06" N, 84°27'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SUMMIT ROAD over AMBERLY CREEK
Structure number:3161390
Location:400' E OF READING RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:16.1 ft. [4.9 m]
Total length:250.0 ft. [76.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 1991]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair6 out of 10400098.6
September 2017Fair6 out of 10400098.6
June 2016Fair6 out of 10400098.6
August 2015Fair6 out of 10400098.6
September 2014Fair6 out of 10400098.6
December 2013Fair6 out of 10400099.6
November 2012Fair5 out of 10400088.6
January 2012Fair5 out of 10400088.6
January 2011Fair5 out of 10400088.6
January 2010Fair5 out of 10400084.5
October 2008Fair5 out of 10400084.5
October 2007Fair5 out of 10400084.5
November 2006Fair5 out of 10400084.5
September 2005Fair5 out of 10400084.5
July 2003Fair5 out of 10400084.5
July 2002Fair5 out of 10400084.5
July 2000Fair5 out of 10400084.5
March 1999Fair5 out of 10400084.5
April 1996Fair5 out of 10400084.5
June 1995Fair5 out of 10400084.6
April 1994Fair5 out of 10400084.6
April 1993Fair5 out of 10400084.6
February 1992Poor3 out of 10400051.2
March 1991Poor3 out of 10730050.7