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SR 93 over TUSCARAWAS RIVER

Map 

Coordinates:
+40.29111, -81.75000
40°17'28" N, 81°45'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 93 over TUSCARAWAS RIVER
Structure number:1601970
Location:.2 M S OF JCT US 36
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:125.0 ft. [38.1 m]
Total length:330.1 ft. [100.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:State Highway Agency [01]
Year built:1989
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:4,090 [as of 2011]
Truck traffic:5% 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: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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201597.5Not deficientVery GoodVery GoodVery Good4090
September 201397.5Not deficientVery GoodVery GoodVery Good4090
August 201297.5Not deficientVery GoodVery GoodVery Good4090
June 201197.5Not deficientVery GoodVery GoodVery Good4050
October 201097.5Not deficientVery GoodVery GoodVery Good4050
March 200997.5Not deficientVery GoodVery GoodVery Good4050
April 200897.5Not deficientVery GoodVery GoodVery Good4050
March 200797.9Not deficientVery GoodVery GoodVery Good3440
April 200697.9Not deficientVery GoodVery GoodVery Good3440
September 200597.9Not deficientVery GoodVery GoodVery Good3440
August 200497.8Not deficientVery GoodVery GoodVery Good3630
July 200397.8Not deficientVery GoodVery GoodVery Good3630
October 200197.8Not deficientVery GoodVery GoodVery Good3630
August 199997.9Not deficientVery GoodVery GoodVery Good3400
July 199897.9Not deficientVery GoodVery GoodVery Good3400
July 199798.4Not deficientVery GoodVery GoodVery Good2700
February 199698.4Not deficientGoodVery GoodVery Good2700
January 199598.4Not deficientVery GoodVery GoodVery Good2700
February 199498.4Not deficientVery GoodVery GoodVery Good2700
December 199298.4Not deficientExcellentExcellentExcellent2700
November 199198.2Not deficientExcellentExcellentExcellent3070