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USR-68 over MACOCHEE DITCH

Map

Coordinates:
+40.21526, -83.75079
40°12'55" N, 83°45'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USR-68 over MACOCHEE DITCH
Structure number:1102044
Location:1.45MI.S. OF JCT. SR-508
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:25.9 ft. [7.9 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,097 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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: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 determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$148,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodVery GoodVery GoodGood709764.1
January 2017GoodVery GoodVery GoodGood709764.1
February 2016GoodVery GoodVery GoodGood648983.5
February 2015GoodVery GoodVery GoodGood648991.8
January 2014GoodVery GoodVery GoodGood648983.5
January 2013GoodVery GoodVery GoodGood662781.3
January 2012GoodVery GoodVery GoodGood662781.3
January 2010GoodGoodGoodGood662781.3
January 2009GoodGoodGoodGood662781.3
April 2008GoodGoodGoodGood662781.3
January 2007GoodGoodGoodGood662781.3
April 2006GoodGoodGoodGood662781.3
March 2005GoodGoodGoodGood700280.8
November 2003GoodGoodGoodGood692780.9
November 2002GoodGoodGoodGood692780.9
December 2001GoodGoodGoodGood692780.9
October 2000GoodGoodGoodGood692782.9
April 1999GoodGoodGoodGood692782.9
April 1998GoodGoodGoodGood707982.7
April 1997GoodGoodGoodGood707981.7
March 1996GoodGoodGoodGood707981.6
September 1994GoodGoodVery GoodGood545283.9
September 1993GoodGoodVery GoodGood545283.9
October 1992GoodGoodVery GoodGood545284.9
August 1991GoodGoodVery GoodGood545284.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3082941400
Deck
Prestressed Concrete Top Flangesq. ft.1,2321,232000
Wearing Surfacessq. ft.1,2321,232000
Substructure
Reinforced Concrete Abutmentlinear ft.8878820
Joints
Pourable Jointlinear ft.8888000
Bearings
Elastomeric Bearingeach4444000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5656000