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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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:34,300 [as of 2000]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:88.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201588.8Functionally obsoleteVery GoodSatisfactoryVery Good34300
September 201488.8Functionally obsoleteVery GoodVery GoodVery Good34300
August 201388.8Functionally obsoleteVery GoodVery GoodVery Good34300
July 201288.8Functionally obsoleteVery GoodExcellentVery Good34300
October 201188.8Functionally obsoleteVery GoodExcellentVery Good34300
September 201088.8Functionally obsoleteVery GoodExcellentVery Good34300
October 200988.8Functionally obsoleteExcellentExcellentVery Good34300
December 200888.8Functionally obsoleteExcellentExcellentVery Good34300
October 200787.9Functionally obsoleteExcellentExcellentVery Good34300
October 200687.9Functionally obsoleteExcellentExcellentExcellent34300
November 200587.9Functionally obsoleteExcellentExcellentExcellent34300
November 200487.9Functionally obsoleteExcellentExcellentExcellent34300
October 200387.9Functionally obsoleteExcellentExcellentExcellent34300
September 200292.6Functionally obsoleteExcellentExcellentExcellent2565
August 200096.6Not deficientExcellentExcellentExcellent2565
September 199996.6Not deficientExcellentExcellentExcellent2565
August 199896.6Not deficientExcellentExcellentExcellent2565
July 199696.6Not deficientExcellentExcellentExcellent2565
October 199599.6Not deficientExcellentExcellentExcellent2565
September 199499.6Not deficientExcellentExcellentExcellent2565
July 199299.6Not deficientExcellentExcellentExcellent2565
July 199199.6Not deficientExcellentExcellentExcellent2565