session 3 grading requirements for guardrail end treatments

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Session 3 Grading Requirements for Guardrail End Treatments

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Session 3 Grading Requirements for Guardrail End Treatments. Recoverable Slope 4:1 or Flatter. Traversable Slope 3:1 to 4:1. Non-Traversable Critical Slope Steeper than 3:1. Three Areas to Consider for Grading. Advanced Grading Adjacent Grading Run Out Grading. Per Bill Gulick. - PowerPoint PPT Presentation

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Page 1: Session 3 Grading Requirements for Guardrail End Treatments

Session 3Grading Requirements for Guardrail End Treatments

Page 2: Session 3 Grading Requirements for Guardrail End Treatments

Recoverable Slope 4:1 or Flatter

Page 3: Session 3 Grading Requirements for Guardrail End Treatments

Traversable Slope3:1 to 4:1

Page 4: Session 3 Grading Requirements for Guardrail End Treatments

Non-Traversable Critical Slope

Steeper than 3:1

Page 5: Session 3 Grading Requirements for Guardrail End Treatments

Three Areas to Consider for Grading

Advanced Grading Adjacent Grading Run Out Grading

Page 6: Session 3 Grading Requirements for Guardrail End Treatments

Per Bill Gulick

“You CANNOT Disconnect Grading and Guardrail”

Page 7: Session 3 Grading Requirements for Guardrail End Treatments

Advanced grading 10:1 on Top of Pad

Side Slope 4:1 or Flatter

Page 8: Session 3 Grading Requirements for Guardrail End Treatments

Advanced Grading if not properly done can cause a Rollover or

Vehicle may not hit End Treatment Properly

Page 9: Session 3 Grading Requirements for Guardrail End Treatments

Adjacent Grading 10:1 on Top of Pad – 5’

WideSide Slope 4:1 Desirable 3:1

Max

Page 10: Session 3 Grading Requirements for Guardrail End Treatments

Adjacent grading if not properly done can cause a

rollover

Page 11: Session 3 Grading Requirements for Guardrail End Treatments

Run Out Grading 4:1 Desirable

3:1 Max

Page 12: Session 3 Grading Requirements for Guardrail End Treatments

Run out grading if not properly done can cause a rollover or a collision with a fixed

object

Page 13: Session 3 Grading Requirements for Guardrail End Treatments

KY Example - Good Grading, Guardrail Installed for Box

CulvertBut Pre Pass Box & Pole Only

95’

Page 14: Session 3 Grading Requirements for Guardrail End Treatments

Grading Requirements Standard Drawing RBI-004

Installation of Guardrail End Treatment Type 1

2012 Std Draw shows 5’ of widening in the “Adjacent” area behind the guardrail

Page 15: Session 3 Grading Requirements for Guardrail End Treatments

Grading Type 4A End Treatment

Page 16: Session 3 Grading Requirements for Guardrail End Treatments

Grading Requirements Pads & SlopesGetting Good Pads but Poor Slopes beside

PadsGuardrail End Treatments Type 1 & 4A’s

2012 Std Draw shows 5’ of widening in the “Adjacent” area behind the guardrail – Sect A-A Side slopes 4:1 Desirable 3:1 Max

Page 17: Session 3 Grading Requirements for Guardrail End Treatments

Minimum Length of Guardrail - including End Treatment – before a Fixed Object – 200

FeetTypical Guardrail Installations: Std Draw RBI-001, 002,Std Draw RBI-004 Type 1Std Draw RBI-005 Bridge ColumnStd Draw RBI-006 Sign Support

ALL CONTAIN THE FOLLOWING NOTE:

ALL CONTAIN THE FOLLOWING NOTE:Std Draw RBB-001 & 002Guardrail & Bridge End

Std Draw RBB-010 Guardrail Transition From Normal ShdTo Narrow Bridge

Page 18: Session 3 Grading Requirements for Guardrail End Treatments

Q & A Time

1. What are the Names for the 3 Areas of Grading?

Advanced, Adjacent and Run Out

Page 19: Session 3 Grading Requirements for Guardrail End Treatments

Q & A Time

2. Why do we need to grade an area in front of an End Treatment so Flat?

to ensure that a vehicle is stable at the

moment of impact and that its

suspension is neither extended nor

compressed

Page 20: Session 3 Grading Requirements for Guardrail End Treatments

Q & A Time

3. Define:Recoverable SlopeTraversable SlopeCritical Slope

Recoverable Slope – 4:1 or Flatter Traversable Slope – 4:1 to 3:1 Critical Slope - Steeper than 3:1