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670 M.L. EB WB over 670 M.L.OVER SCIOTO RIVE

Map 

Coordinates:
+39.96806, -83.04389
39°58'05" N, 83°02'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:670 M.L. EB WB over 670 M.L.OVER SCIOTO RIVE
Structure number:2505762
Location:EAST OF GRANDVIEW AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.9 ft. [33.2 m]
Total length:328.8 ft. [100.2 m]
Roadway width between curbs:142.4 ft. [43.4 m]
Deck width edge-to-edge:145.7 ft. [44.4 m]
Vertical clearance below bridge:12.1 ft. [3.7 m]
Skew angle:15°
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:4
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:87,670 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201585.0Not deficientVery GoodExcellentExcellent87670
October 201485.0Not deficientVery GoodExcellentExcellent87670
August 201366.0Functionally obsoleteVery GoodExcellentExcellent87670
November 201266.0Functionally obsoleteVery GoodExcellentExcellent87670
October 201166.0Functionally obsoleteVery GoodExcellentExcellent87670
June 201066.0Not deficientExcellentExcellentExcellent86350
August 200966.0Not deficientExcellentExcellentExcellent86350
November 200866.0Not deficientExcellentExcellentExcellent86350
November 200766.0Not deficientExcellentExcellentExcellent86350
March 20067.0Not deficientExcellentExcellentExcellent35950
November 20047.0Not deficientExcellentExcellentExcellent35950
November 20027.0Not deficientExcellentExcellentExcellent18070