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SR 60 over KILLBUCK CREEK

Map 

Coordinates:
+40.40111, -81.96444
40°24'04" N, 81°57'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 60 over KILLBUCK CREEK
Structure number:1601091
Location:7 M N OF JCT US 36
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:89.9 ft. [27.4 m]
Total length:241.2 ft. [73.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:457 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 minimum criteria [6]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201698.4GoodVery GoodVery GoodVery Good-457
April 201598.5GoodVery GoodVery GoodVery Good-410
September 201398.5GoodVery GoodVery GoodVery Good-410
August 201298.5GoodGoodGoodGood-410
June 201198.4GoodGoodGoodGood-510
November 201098.4GoodGoodGoodGood-510
March 200998.4GoodGoodGoodGood-510
April 200898.4GoodGoodGoodVery Good-510
November 200798.5GoodVery GoodVery GoodVery Good-430
December 200698.5GoodVery GoodVery GoodVery Good-430
January 200698.5GoodVery GoodVery GoodVery Good-430
November 200490.1GoodVery GoodVery GoodVery Good-990
November 200390.1GoodVery GoodVery GoodVery Good-990
September 200190.1GoodVery GoodVery GoodVery Good-990
September 199990.1GoodGoodVery GoodVery Good-990
June 199890.1GoodGoodVery GoodVery Good-990
June 199790.1GoodGoodVery GoodVery Good-980
March 199690.1GoodGoodVery GoodVery Good-980
February 199590.1GoodGoodVery GoodVery Good-980
January 199490.1GoodGoodVery GoodVery Good-980
December 199290.1GoodVery GoodVery GoodVery Good-980
October 199198.2GoodGoodVery GoodVery Good-580