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RAMP TO GOODALE over 315 NB RAMP TO GOODALE

Map 

Coordinates:
+39.97444, -83.02111
39°58'28" N, 83°01'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP TO GOODALE over 315 NB RAMP TO GOODALE
Structure number:2515350
Location:.1 MI NORTH OF GOODALE AV
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:76.1 ft. [23.2 m]
Total length:474.4 ft. [144.6 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:7
Main spans material:Steel continuous [4]
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 2015 

Status:Open, no restriction [A]
Average daily traffic:84,800 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.3 tons [61.2 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201585.0Not deficientVery GoodVery GoodVery Good84800
October 201485.0Not deficientVery GoodVery GoodVery Good84800
September 201385.0Not deficientVery GoodVery GoodVery Good84800
August 201285.0Not deficientVery GoodVery GoodVery Good84800
November 201185.0Not deficientVery GoodVery GoodVery Good84800
October 201085.0Not deficientVery GoodVery GoodVery Good84800
November 200985.0Not deficientVery GoodVery GoodVery Good84800
October 200885.0Not deficientExcellentExcellentExcellent84800
October 200785.0Not deficientExcellentExcellentExcellent84800
March 200626.0Functionally obsoleteExcellentExcellentExcellent84800
December 200426.0Functionally obsoleteExcellentExcellentExcellent84800
December 200326.0Not deficientExcellentExcellentExcellent84800
December 200226.0Not deficientExcellentExcellentExcellent84800