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TUTTLE ROAD over I-270

Map 

Coordinates:
+40.07556, -83.13556
40°04'32" N, 83°08'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TUTTLE ROAD over I-270
Structure number:2510154
Location:1.66 MI S OF US33
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:119.1 ft. [36.3 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
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:2
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: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,727 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
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:35.6 tons [32.4 metric tons]
Sufficiency rating:90.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201690.9GoodVery GoodGoodVery GoodFO20727
September 201588.8FairVery GoodSatisfactoryVery GoodFO34300
September 201488.8GoodVery GoodVery GoodVery GoodFO34300
August 201388.8GoodVery GoodVery GoodVery GoodFO34300
July 201288.8GoodVery GoodExcellentVery GoodFO34300
October 201188.8GoodVery GoodExcellentVery GoodFO34300
September 201088.8GoodVery GoodExcellentVery GoodFO34300
October 200988.8GoodExcellentExcellentVery GoodFO34300
December 200888.8GoodExcellentExcellentVery GoodFO34300
October 200787.9GoodExcellentExcellentVery GoodFO34300
October 200687.9GoodExcellentExcellentExcellentFO34300
November 200587.9GoodExcellentExcellentExcellentFO34300
November 200487.9GoodExcellentExcellentExcellentFO34300
October 200387.9GoodExcellentExcellentExcellentFO34300
September 200292.6GoodExcellentExcellentExcellentFO2565
August 200096.6GoodExcellentExcellentExcellent-2565
September 199996.6GoodExcellentExcellentExcellent-2565
August 199896.6GoodExcellentExcellentExcellent-2565
July 199696.6GoodExcellentExcellentExcellent-2565
October 199599.6GoodExcellentExcellentExcellent-2565
September 199499.6GoodExcellentExcellentExcellent-2565
July 199299.6GoodExcellentExcellentExcellent-2565
July 199199.6GoodExcellentExcellentExcellent-2565