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SR752 over WALNUT CREEK

Map

Coordinates:
+39.72279, -82.92411
39°43'22" N, 82°55'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR752 over WALNUT CREEK
Structure number:6503675
Location:3.27 MI. E. OF US23
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:273.0 ft. [83.2 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
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: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,484 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodExcellent148497.7
December 2016GoodVery GoodVery GoodExcellent148497.7
November 2015GoodVery GoodExcellentExcellent129097.8
November 2014GoodVery GoodExcellentExcellent129097.8
September 2013GoodVery GoodExcellentExcellent129097.8
December 2012GoodVery GoodExcellentExcellent129097.8
November 2011GoodVery GoodExcellentExcellent141097.7
November 2010GoodVery GoodExcellentExcellent141097.7
November 2009GoodVery GoodExcellentExcellent141097.7
January 2008GoodVery GoodExcellentExcellent141097.7
April 2007GoodVery GoodExcellentExcellent147097.7
April 2006GoodExcellentExcellentExcellent147097.7
June 2005GoodExcellentExcellentExcellent147097.7
February 2005GoodExcellentExcellentExcellent163097.5
July 2003GoodExcellentExcellentExcellent163097.5
October 2001GoodExcellentExcellentExcellent137097.8
January 2000GoodExcellentExcellentExcellent137097.8
December 1997GoodExcellentExcellentExcellent209096.1
October 1996GoodExcellentExcellentExcellent209096.1
February 1996GoodExcellentExcellentExcellent151497.6
August 1993GoodExcellentExcellentExcellent151497.6
January 1993GoodExcellentExcellentExcellent151497.6