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RAMP FROM AIRPORT over RAMP G1 FROM STELZER RD.

Map 

Coordinates:
+40.00000, -82.92167
40°00'00" N, 82°55'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP FROM AIRPORT over RAMP G1 FROM STELZER RD.
Structure number:2518066
Location:0.04 MI W OF STELZER RD.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:149.3 ft. [45.5 m]
Total length:168.6 ft. [51.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:69°
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]
Main span material:Steel [3]
Main span 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:9,390 [as of 2008]
Truck traffic:5% 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:Superior to present desirable criteria [9]
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:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201595.8Not deficientExcellentExcellentExcellent9390
October 201495.8Not deficientExcellentExcellentExcellent9390
November 201395.8Not deficientExcellentExcellentExcellent9390
October 201297.8Not deficientExcellentExcellentExcellent9390
December 201197.8Not deficientExcellentExcellentExcellent9390
July 201097.8Not deficientExcellentExcellentExcellent9390
December 200997.8Not deficientExcellentExcellentExcellent9390