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I-670 RAMP SB over 670 RAMP B OVER SCIOTO R

Map 

Coordinates:
+39.96806, -83.04361
39°58'05" N, 83°02'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-670 RAMP SB over 670 RAMP B OVER SCIOTO R
Structure number:2505770
Location:EAST OF GRANDIEW AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:113.9 ft. [34.7 m]
Total length:335.6 ft. [102.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2002
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:Prestressed concrete continuous [6]
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:35,950 [as of 2003]
Truck traffic:4% 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201584.0Not deficientExcellentExcellentExcellent35950
October 201484.0Not deficientExcellentExcellentExcellent35950
August 201384.0Not deficientExcellentExcellentExcellent35950
November 201284.0Not deficientExcellentExcellentExcellent35950
October 201184.0Not deficientExcellentExcellentExcellent35950
June 201084.0Not deficientExcellentExcellentExcellent35950
August 200984.0Not deficientExcellentExcellentExcellent35950
November 200884.0Not deficientExcellentExcellentExcellent35950
November 200784.0Not deficientExcellentExcellentExcellent35950
March 200625.0Not deficientExcellentExcellentExcellent35950
November 200425.0Not deficientExcellentExcellentExcellent35950
November 200225.0Not deficientExcellentExcellentExcellent18070