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SR 93 over TRIB OF WHITE EYES CREEK

Map 

Coordinates:
+40.34250, -81.73111
40°20'33" N, 81°43'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 93 over TRIB OF WHITE EYES CREEK
Structure number:1602101
Location:3.9 M N OF JCT US 36
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:27.9 ft. [8.5 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:1,390 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:70.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201570.7Not deficientSatisfactoryFairSatisfactory1390
March 201470.7Not deficientSatisfactoryFairSatisfactory1390
October 201270.7Not deficientSatisfactoryFairSatisfactory1390
July 201181.7Not deficientGoodSatisfactorySatisfactory1670
November 201081.7Not deficientGoodSatisfactorySatisfactory1670
November 200981.7Not deficientGoodSatisfactorySatisfactory1670
February 200981.7Not deficientGoodSatisfactorySatisfactory1670
November 200781.9Not deficientGoodSatisfactorySatisfactory1490
November 200681.9Not deficientGoodGoodSatisfactory1490
December 200581.9Not deficientVery GoodGoodSatisfactory1490
November 200481.9Not deficientVery GoodGoodSatisfactory1520
November 200381.9Not deficientVery GoodGoodSatisfactory1520
September 200181.9Not deficientVery GoodGoodSatisfactory1520
September 199978.9Functionally obsoleteVery GoodGoodSatisfactory2160
June 199878.9Functionally obsoleteGoodGoodSatisfactory2160
May 199779.0Functionally obsoleteGoodGoodGood2128
February 199679.0Functionally obsoleteGoodGoodGood2128
January 199578.6Functionally obsoleteVery GoodGoodGood2128
February 199478.6Functionally obsoleteVery GoodGoodGood2128
December 199278.6Functionally obsoleteVery GoodGoodGood2128
November 199179.7Not deficientGoodGoodGood1460