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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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:410 [as of 2011]
Truck traffic:7% 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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:98.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201598.5Not deficientVery GoodVery GoodVery Good410
September 201398.5Not deficientVery GoodVery GoodVery Good410
August 201298.5Not deficientGoodGoodGood410
June 201198.4Not deficientGoodGoodGood510
November 201098.4Not deficientGoodGoodGood510
March 200998.4Not deficientGoodGoodGood510
April 200898.4Not deficientGoodGoodVery Good510
November 200798.5Not deficientVery GoodVery GoodVery Good430
December 200698.5Not deficientVery GoodVery GoodVery Good430
January 200698.5Not deficientVery GoodVery GoodVery Good430
November 200490.1Not deficientVery GoodVery GoodVery Good990
November 200390.1Not deficientVery GoodVery GoodVery Good990
September 200190.1Not deficientVery GoodVery GoodVery Good990
September 199990.1Not deficientGoodVery GoodVery Good990
June 199890.1Not deficientGoodVery GoodVery Good990
June 199790.1Not deficientGoodVery GoodVery Good980
March 199690.1Not deficientGoodVery GoodVery Good980
February 199590.1Not deficientGoodVery GoodVery Good980
January 199490.1Not deficientGoodVery GoodVery Good980
December 199290.1Not deficientVery GoodVery GoodVery Good980
October 199198.2Not deficientGoodVery GoodVery Good580