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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: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80,607 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 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:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201685.0GoodVery GoodExcellentVery Good-80607
November 201585.0GoodVery GoodExcellentExcellent-87670
October 201485.0GoodVery GoodExcellentExcellent-87670
August 201366.0GoodVery GoodExcellentExcellentFO87670
November 201266.0GoodVery GoodExcellentExcellentFO87670
October 201166.0GoodVery GoodExcellentExcellentFO87670
June 201066.0GoodExcellentExcellentExcellent-86350
August 200966.0GoodExcellentExcellentExcellent-86350
November 200866.0GoodExcellentExcellentExcellent-86350
November 200766.0GoodExcellentExcellentExcellent-86350
March 20067.0GoodExcellentExcellentExcellent-35950
November 20047.0GoodExcellentExcellentExcellent-35950
November 20027.0GoodExcellentExcellentExcellent-18070