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SR 60 over OVER BIG RUN

Map 

Coordinates:
+40.43194, -81.97056
40°25'55" N, 81°58'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 60 over OVER BIG RUN
Structure number:1601121
Location:1.7 M S OF HOLMES CO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.6 ft. [13.6 m]
Total length:45.6 ft. [13.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:410 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:106.9 tons [97.2 metric tons]
Inventory rating:106.9 tons [97.2 metric tons]
Sufficiency rating:99.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.5Not deficientGoodGoodVery Good410
February 201499.5Not deficientGoodGoodVery Good410
October 201299.5Not deficientGoodGoodVery Good410
August 201199.4Not deficientGoodGoodVery Good510
November 201099.4Not deficientGoodGoodVery Good510
November 200999.4Not deficientVery GoodVery GoodVery Good510
September 200899.4Not deficientVery GoodVery GoodVery Good510
November 200799.5Not deficientVery GoodVery GoodVery Good430
December 200699.5Not deficientVery GoodVery GoodVery Good430
January 200699.5Not deficientExcellentExcellentExcellent430
November 200498.8Not deficientExcellentExcellentExcellent990
November 200398.8Not deficientExcellentExcellentExcellent990
September 200198.8Not deficientExcellentExcellentExcellent990
September 199998.7Not deficientExcellentExcellentExcellent990
June 199898.7Not deficientExcellentExcellentExcellent990
May 199798.7Not deficient-ExcellentExcellent1000
199798.7Not deficient---1000