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RAMP NC over RMP NC O GOODALE CONN&RM

Map 

Coordinates:
+39.97250, -83.01528
39°58'21" N, 83°00'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP NC over RMP NC O GOODALE CONN&RM
Structure number:2517612
Location:OVER GOODALE CONNECTOR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:119.4 ft. [36.4 m]
Total length:358.9 ft. [109.4 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2004
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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,350 [as of 2004]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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 minimum criteria [6]
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:91.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201691.9GoodVery GoodVery GoodExcellentFO5350
November 201591.9GoodVery GoodExcellentExcellentFO5350
November 201491.9GoodVery GoodExcellentExcellentFO5350
September 201391.9GoodVery GoodExcellentExcellentFO5350
November 201291.9GoodExcellentExcellentExcellent-5350
October 201191.9GoodExcellentExcellentExcellent-5350
June 201091.9GoodExcellentExcellentExcellent-5350
August 200991.9GoodExcellentExcellentExcellent-5350
November 200891.9GoodExcellentExcellentExcellent-5350
November 200791.9GoodExcellentExcellentExcellent-5350
March 200672.3GoodExcellentExcellentExcellent-5350
December 200472.3GoodExcellentExcellentExcellent-5350