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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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,769 [as of 2015]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
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:81.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201681.3GoodGoodVery GoodGood-3769
September 201591.5GoodGoodVery GoodGood-16893
August 201493.0GoodGoodVery GoodGood-16893
November 201391.5GoodGoodVery GoodGood-16893
October 201291.5FairGoodVery GoodSatisfactory-16893
October 201192.5GoodGoodVery GoodGood-16893
November 201092.5GoodGoodVery GoodGood-16893
June 200992.4GoodGoodVery GoodGood-16893
July 200892.4GoodGoodVery GoodGood-16893
August 200792.4GoodGoodVery GoodGood-16893
June 200692.4GoodGoodVery GoodGood-16893
June 200592.4GoodGoodVery GoodGood-16893
June 200492.4GoodGoodVery GoodVery Good-16893
May 200392.4GoodGoodVery GoodVery Good-16893
May 200296.0GoodGoodVery GoodGood-16893
200097.4-----11000