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SR 93 over WHITE EYES CREEK

Map 

Coordinates:
+40.33056, -81.74250
40°19'50" N, 81°44'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 93 over WHITE EYES CREEK
Structure number:1602071
Location:2.8 M N OF JCT US 36
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:43.0 ft. [13.1 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

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:Fair [5 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:56.3 tons [51.2 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:85.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201585.5Not deficientFairFairSatisfactory1390
March 201498.4Not deficientSatisfactorySatisfactorySatisfactory1390
October 201297.8Not deficientSatisfactorySatisfactorySatisfactory1390
July 201197.5Not deficientSatisfactorySatisfactorySatisfactory1670
November 201090.4Not deficientSatisfactorySatisfactorySatisfactory1670
November 200978.1Not deficientFairFairSatisfactory1670
September 200890.4Not deficientSatisfactorySatisfactorySatisfactory1670
November 200790.7Not deficientSatisfactorySatisfactorySatisfactory1490
November 200690.7Not deficientSatisfactorySatisfactorySatisfactory1490
December 200590.7Not deficientSatisfactorySatisfactorySatisfactory1490
November 200490.6Not deficientSatisfactorySatisfactorySatisfactory1520
November 200390.6Not deficientSatisfactorySatisfactorySatisfactory1520
September 200190.6Not deficientGoodGoodSatisfactory1520
September 199989.8Not deficientSatisfactorySatisfactorySatisfactory2160
June 199889.8Not deficientSatisfactorySatisfactorySatisfactory2160
May 199789.9Not deficientGoodGoodGood2128
February 199689.9Not deficientGoodGoodGood2128
January 199589.9Not deficientGoodGoodGood2128
February 199489.9Not deficientGoodGoodGood2128
December 199289.9Not deficientGoodGoodGood2128
November 199187.7Not deficientGoodGoodGood1460