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Session 3 Grading Requirements for Guardrail End Treatments.

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Presentation on theme: "Session 3 Grading Requirements for Guardrail End Treatments."— Presentation transcript:

1 Session 3 Grading Requirements for Guardrail End Treatments

2 Recoverable Slope 4:1 or Flatter

3 Traversable Slope 3:1 to 4:1

4 Non-Traversable Critical Slope Steeper than 3:1

5 Three Areas to Consider for Grading Advanced Grading Adjacent Grading Run Out Grading

6 Advanced grading

7 Advanced grading if not properly done can cause a rollover

8 Adjacent grading

9 KY Example - Good Grading, Guardrail Installed for Box Culvert But Pre Pass Box & Pole Only 95’

10 Adjacent grading if not properly done can cause a rollover

11 Adjacent Grading – Not very High but 2:1 Slope Beside Pad

12 Run out grading

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

14 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

15 Grading Type 4A End Treatment Advanced: 10:1 front 4:1 side Adjacent: 10:1 – 3 feet wide Run Out: 4:1 desirable 3:1 Maximum Note: With the 2012 Std Drawings the 3’ “Adjacent” dimension will change to 5’

16 Q & A Time 1. What are the Names for the 3 Areas of Grading? Advanced, Adjacent and Run Out

17 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

18 Q & A Time 3. Define: Recoverable Slope Traversable Slope Critical Slope Recoverable Slope – 4:1 or Flatter Traversable Slope – 4:1 to 3:1 Critical Slope - Steeper than 3:1


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