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KIMBERLY PARKWAY over (O) MASON RUN

Map

Coordinates:
+39.92167, -82.89500
39°55'18" N, 82°53'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:KIMBERLY PARKWAY over (O) MASON RUN
Structure number:2560283
Location:300 FT E/COURTRIGHT RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 1980]
Truck traffic:3% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.7 tons [56.1 metric tons]
Inventory rating:37.1 tons [33.7 metric tons]
Sufficiency rating:98.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201698.9GoodGoodGoodGood-1100
December 201598.9GoodGoodGoodGood-1100
November 201498.9GoodGoodGoodGood-1100
May 201398.2GoodGoodGoodGood-1100
July 201298.2GoodGoodGoodGood-1100
July 201198.2FairSatisfactorySatisfactorySatisfactory-1100
June 201068.2PoorPoorPoorSatisfactorySD1100
September 200798.9GoodGoodGoodGood-1100
August 200698.9GoodGoodGoodGood-1100
July 200598.9GoodGoodGoodGood-1100
July 200498.9GoodGoodGoodGood-1100
November 200298.9GoodGoodGoodGood-1100
October 200198.9GoodGoodGoodGood-1100
November 200098.9GoodGoodGoodGood-1100
October 199898.9GoodGoodGoodGood-1100
October 199798.9GoodGoodGoodGood-1100
August 199698.9GoodGoodGoodGood-1100
June 199598.9GoodGoodGoodGood-1100
September 199498.9GoodGoodVery GoodGood-1100
September 199398.9GoodGoodVery GoodGood-1100
October 199298.9GoodGoodVery GoodGood-1100
December 199198.9GoodGoodVery GoodGood-1100