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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: September 2016

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201685.0GoodVery GoodVery GoodVery Good-84800
October 201585.0GoodVery GoodVery GoodVery Good-84800
October 201485.0GoodVery GoodVery GoodVery Good-84800
September 201385.0GoodVery GoodVery GoodVery Good-84800
August 201285.0GoodVery GoodVery GoodVery Good-84800
November 201185.0GoodVery GoodVery GoodVery Good-84800
October 201085.0GoodVery GoodVery GoodVery Good-84800
November 200985.0GoodVery GoodVery GoodVery Good-84800
October 200885.0GoodExcellentExcellentExcellent-84800
October 200785.0GoodExcellentExcellentExcellent-84800
March 200626.0GoodExcellentExcellentExcellentFO84800
December 200426.0GoodExcellentExcellentExcellentFO84800
December 200326.0GoodExcellentExcellentExcellent-84800
December 200226.0GoodExcellentExcellentExcellent-84800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,3732,17302000
Deck
Reinforced Concrete Decksq. ft.19,92619,82610000
Superstructure
Steel Pin or Pin & Hangar Assemblyeach55000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Pier Walllinear ft.191191000
Reinforced Concrete Abutmentlinear ft.9696000
Reinforced Concrete Pier Caplinear ft.191191000
Joints
Compression Jointlinear ft.168168000
Bearings
Elastomeric Bearingeach4035500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.94954940000