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SCHAFF RD-COUNTY97 over SR176 JENNINGS FREWWAY

Map 

Coordinates:
+41.42361, -81.68389
41°25'25" N, 81°41'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SCHAFF RD-COUNTY97 over SR176 JENNINGS FREWWAY
Structure number:1810103
Location:500 FT N OF 480/176 INTER
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:123.0 ft. [37.5 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:99°
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]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:16,893 [as of 2002]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:91.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201591.5Not deficientGoodVery GoodGood16893
August 201493.0Not deficientGoodVery GoodGood16893
November 201391.5Not deficientGoodVery GoodGood16893
October 201291.5Not deficientGoodVery GoodSatisfactory16893
October 201192.5Not deficientGoodVery GoodGood16893
November 201092.5Not deficientGoodVery GoodGood16893
June 200992.4Not deficientGoodVery GoodGood16893
July 200892.4Not deficientGoodVery GoodGood16893
August 200792.4Not deficientGoodVery GoodGood16893
June 200692.4Not deficientGoodVery GoodGood16893
June 200592.4Not deficientGoodVery GoodGood16893
June 200492.4Not deficientGoodVery GoodVery Good16893
May 200392.4Not deficientGoodVery GoodVery Good16893
May 200296.0Not deficientGoodVery GoodGood16893
200097.4Not deficient---11000