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SR709 over WOLF CREEK

Map 

Coordinates:
+40.77917, -84.45750
40°46'45" N, 84°27'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR709 over WOLF CREEK
Structure number:8102953
Location:300 FT W OF JCT SR116
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:62.0 ft. [18.9 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:214 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201698.0GoodGoodGoodGood-214
September 201598.0GoodGoodGoodGood-210
September 201498.0GoodGoodGoodGood-210
September 2013100.0GoodVery GoodVery GoodVery Good-210
October 2012100.0GoodVery GoodVery GoodExcellent-230
September 2011100.0GoodVery GoodVery GoodExcellent-230
October 2010100.0GoodVery GoodVery GoodExcellent-230
July 2009100.0GoodVery GoodVery GoodExcellent-210
October 2008100.0GoodVery GoodVery GoodExcellent-210
October 2007100.0GoodVery GoodVery GoodExcellent-210
August 2006100.0GoodVery GoodVery GoodExcellent-272
September 2005100.0GoodVery GoodVery GoodExcellent-272
October 2004100.0GoodVery GoodVery GoodExcellent-287
October 2003100.0GoodVery GoodVery GoodExcellent-287
September 2002100.0GoodVery GoodExcellentExcellent-287
November 2000100.0GoodVery GoodExcellentExcellent-266
November 1999100.0GoodVery GoodExcellentExcellent-266
November 1998100.0GoodVery GoodExcellentExcellent-374
December 1997100.0GoodVery GoodExcellentExcellent-374
November 1996100.0GoodVery GoodExcellentExcellent-374
November 1995100.0GoodExcellentExcellentExcellent-374
November 1994100.0GoodExcellentExcellentExcellent-367
December 1993100.0GoodExcellentExcellentExcellent-367
November 1992100.0GoodExcellentExcellentExcellent-367
November 1991100.0GoodExcellentExcellentExcellent-367