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


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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:210 [as of 2012]
Truck traffic:10% 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. ratingEvaluationDeckSuper.Sub.ADT
September 201598.0Not deficientGoodGoodGood210
September 201498.0Not deficientGoodGoodGood210
September 2013100.0Not deficientVery GoodVery GoodVery Good210
October 2012100.0Not deficientVery GoodVery GoodExcellent230
September 2011100.0Not deficientVery GoodVery GoodExcellent230
October 2010100.0Not deficientVery GoodVery GoodExcellent230
July 2009100.0Not deficientVery GoodVery GoodExcellent210
October 2008100.0Not deficientVery GoodVery GoodExcellent210
October 2007100.0Not deficientVery GoodVery GoodExcellent210
August 2006100.0Not deficientVery GoodVery GoodExcellent272
September 2005100.0Not deficientVery GoodVery GoodExcellent272
October 2004100.0Not deficientVery GoodVery GoodExcellent287
October 2003100.0Not deficientVery GoodVery GoodExcellent287
September 2002100.0Not deficientVery GoodExcellentExcellent287
November 2000100.0Not deficientVery GoodExcellentExcellent266
November 1999100.0Not deficientVery GoodExcellentExcellent266
November 1998100.0Not deficientVery GoodExcellentExcellent374
December 1997100.0Not deficientVery GoodExcellentExcellent374
November 1996100.0Not deficientVery GoodExcellentExcellent374
November 1995100.0Not deficientExcellentExcellentExcellent374
November 1994100.0Not deficientExcellentExcellentExcellent367
December 1993100.0Not deficientExcellentExcellentExcellent367
November 1992100.0Not deficientExcellentExcellentExcellent367
November 1991100.0Not deficientExcellentExcellentExcellent367