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SR 93 AND SR 541 over WILLS CREEK

Map

Coordinates:
+40.20366, -81.71431
40°12'13" N, 81°42'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 93 AND SR 541 over WILLS CREEK
Structure number:1601792
Location:.6 MI N OF SR541
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:149.9 ft. [45.7 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1994
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,418 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:96.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodVery GoodVery Good141896.3
October 2017GoodGoodVery GoodVery Good141896.3
November 2016GoodGoodVery GoodVery Good141896.3
April 2015GoodGoodVery GoodVery Good142096.3
September 2013GoodVery GoodVery GoodVery Good142096.3
August 2012GoodVery GoodVery GoodVery Good142096.3
June 2011GoodVery GoodVery GoodVery Good138096.4
October 2010GoodVery GoodVery GoodVery Good138096.4
March 2009GoodVery GoodVery GoodVery Good138096.4
April 2008GoodVery GoodVery GoodVery Good138096.4
March 2007GoodVery GoodVery GoodVery Good112096.9
April 2006GoodVery GoodVery GoodVery Good112096.9
September 2005GoodVery GoodVery GoodVery Good112096.9
August 2004GoodVery GoodVery GoodVery Good103097.0
July 2003GoodVery GoodVery GoodVery Good103097.0
October 2001GoodVery GoodVery GoodVery Good103097.0
August 1999GoodVery GoodVery GoodVery Good102097.0
July 1998GoodVery GoodVery GoodVery Good102097.0
July 1997GoodVery GoodExcellentExcellent127596.6
February 1996GoodVery GoodExcellentExcellent127596.6