+41.50512, -84.30643
41°30'18" N, 84°18'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 66 over BRUSH CREEK
Structure number:2600919
Location:1.26 MILE NORTH OF C.R. A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:67.9 ft. [20.7 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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:8,306 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodVery Good830698.9
October 2017GoodVery GoodVery GoodVery Good830698.9
November 2016GoodVery GoodVery GoodVery Good830698.9
November 2015GoodVery GoodVery GoodVery Good980099.0
November 2014GoodGoodVery GoodVery Good980099.0
November 2013GoodGoodVery GoodVery Good980099.0
November 2012GoodGoodVery GoodVery Good980099.0
November 2011GoodGoodVery GoodVery Good1114099.0
November 2010GoodGoodVery GoodVery Good1114099.0
November 2009GoodGoodVery GoodVery Good1114099.0
November 2008GoodGoodVery GoodVery Good1011099.0
November 2007GoodGoodVery GoodVery Good1011099.0
December 2006GoodGoodVery GoodVery Good1011099.0
December 2005GoodGoodVery GoodVery Good1245099.0
November 2004GoodGoodVery GoodVery Good1245099.0
November 2003GoodGoodVery GoodVery Good1245099.0
November 2001GoodGoodVery GoodVery Good1118599.0
December 1999GoodVery GoodVery GoodVery Good1118599.0
December 1998GoodVery GoodVery GoodVery Good953799.0
December 1997GoodExcellentExcellentExcellent953799.0
December 1995GoodExcellentExcellentExcellent868099.0