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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 2015 

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: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: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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201591.9Functionally obsoleteVery GoodExcellentExcellent5350
November 201491.9Functionally obsoleteVery GoodExcellentExcellent5350
September 201391.9Functionally obsoleteVery GoodExcellentExcellent5350
November 201291.9Not deficientExcellentExcellentExcellent5350
October 201191.9Not deficientExcellentExcellentExcellent5350
June 201091.9Not deficientExcellentExcellentExcellent5350
August 200991.9Not deficientExcellentExcellentExcellent5350
November 200891.9Not deficientExcellentExcellentExcellent5350
November 200791.9Not deficientExcellentExcellentExcellent5350
March 200672.3Not deficientExcellentExcellentExcellent5350
December 200472.3Not deficientExcellentExcellentExcellent5350