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I-670 TO AIRPORT over OVER STELZER ROAD

Map 

Coordinates:
+39.99972, -82.91306
39°59'59" N, 82°54'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-670 TO AIRPORT over OVER STELZER ROAD
Structure number:2518082
Location:AT AIRPORT ENTRANCE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:67.9 ft. [20.7 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:11,200 [as of 2008]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:91.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201591.3Not deficientExcellentExcellentExcellent11200
October 201491.3Not deficientExcellentExcellentExcellent11200
November 201391.3Not deficientExcellentExcellentExcellent11200
October 201291.3Not deficientExcellentExcellentExcellent11200
December 201191.3Not deficientExcellentExcellentExcellent11200
July 201091.3Not deficientExcellentExcellentExcellent11200
December 200989.8Not deficientExcellentExcellentExcellent11200