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SR 93 over WHITE EYES CREEK

Map 

Coordinates:
+40.38583, -81.71528
40°23'09" N, 81°42'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 93 over WHITE EYES CREEK
Structure number:1602160
Location:3.5 MI S OF TUS CO. LINE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:38.1 ft. [11.6 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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:Other [9]

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:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:37.7 tons [34.3 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:73.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201573.8Not deficientSatisfactorySatisfactoryFair1390
March 201487.2Not deficientSatisfactorySatisfactoryFair1390
October 201273.8Not deficientSatisfactorySatisfactoryFair1390
July 201173.4Not deficientSatisfactorySatisfactoryFair1670
November 201065.8Not deficientSatisfactorySatisfactoryFair1670
November 200976.0Not deficientSatisfactorySatisfactorySatisfactory1670
September 200876.0Not deficientSatisfactorySatisfactorySatisfactory1670
November 200776.3Not deficientSatisfactorySatisfactorySatisfactory1490
November 200676.3Not deficientSatisfactorySatisfactorySatisfactory1490
December 200576.3Not deficientSatisfactorySatisfactorySatisfactory1490
November 200474.2Not deficientSatisfactorySatisfactorySatisfactory2160
November 200374.2Not deficientSatisfactorySatisfactorySatisfactory2160
September 200174.2Not deficientSatisfactorySatisfactorySatisfactory2160
September 199974.2Not deficientSatisfactorySatisfactorySatisfactory2160
June 199874.2Not deficientSatisfactorySatisfactorySatisfactory2160
May 199774.3Not deficientGoodGoodGood2130
February 199674.3Not deficientGoodGoodGood2130
January 199574.3Not deficientGoodGoodGood2130
February 199480.5Not deficientGoodGoodGood2130
December 199280.5Not deficientGoodGoodGood2130
November 199182.4Not deficientGoodGoodGood1450