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COURTRIGHT ROAD over (O) MASON RUN

Map

Coordinates:
+39.94333, -82.89667
39°56'36" N, 82°53'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COURTRIGHT ROAD over (O) MASON RUN
Structure number:2562081
Location:S/LIVINGSTON
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.1 ft. [10.4 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1963
Year reconstructed:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,245 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:104.4 tons [94.9 metric tons]
Inventory rating:62.4 tons [56.7 metric tons]
Sufficiency rating:97.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201697.0GoodExcellentVery GoodGood-7245
December 201596.4GoodExcellentVery GoodGood-11200
December 201496.4GoodExcellentVery GoodGood-11200
July 201396.4GoodExcellentExcellentGood-11200
July 201296.4GoodGoodGoodGood-11200
November 201196.4FairSatisfactorySatisfactorySatisfactory-11200
September 201096.4FairSatisfactorySatisfactorySatisfactory-11200
October 200796.4GoodGoodGoodVery Good-11200
November 200696.4GoodGoodGoodVery Good-11200
September 200596.4GoodGoodGoodVery Good-11200
August 200496.4GoodGoodGoodVery Good-11200
October 200296.4GoodGoodGoodVery Good-11200
October 200196.4GoodGoodGoodVery Good-11200
October 200096.4GoodGoodGoodVery Good-11200
September 199896.4GoodGoodGoodVery Good-11200
September 199796.4GoodGoodGoodVery Good-11200
October 199696.4GoodGoodGoodVery Good-11200
July 199596.3FairSatisfactoryGoodVery Good-11200
November 199496.3FairSatisfactoryVery GoodVery Good-11200
September 199396.3FairSatisfactoryVery GoodVery Good-11200
December 199296.3GoodGoodVery GoodVery Good-11200
December 199196.3GoodGoodVery GoodVery Good-11200