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WELCOME TO THE WEBINAR This Webinar is being presented from a computer with a resolution of 1280 X 1024. Using a similar setting on your machine may improve.

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Presentation on theme: "WELCOME TO THE WEBINAR This Webinar is being presented from a computer with a resolution of 1280 X 1024. Using a similar setting on your machine may improve."— Presentation transcript:

1 WELCOME TO THE WEBINAR This Webinar is being presented from a computer with a resolution of 1280 X 1024. Using a similar setting on your machine may improve your viewing experience.

2 FY 2018 Enhancements Released with Version 2.5 14 August 2018

3 FY 2018 Enhancements Released with Version 2.5
Presenters: Moderator: John Donohue, Missouri Department of Transportation; Chair Wouter Brink, ARA Harold Von Quintus, ARA Presentation will be available for viewing on the ME-Design Resource website:

4 FY 2018 Enhancements Released with Version 2.5
Phones are being muted. Please post your questions in the Q&A box. This can be accessed by clicking on the Webex Q&A button. The presenters will answer all questions at the end of the webinar/demonstration as time permits. Questions not answered because of time, will be responded to separately. All questions and answers will be posted to the Pavement ME Design website

5 Process for Enhancing the Software:
Suggested revisions are received from users and AASHTO members. Pavement ME Design Task Force monitors on-going/completed NCHRP, FHWA, and pool fund projects applicable to the MEPDG. Pavement ME Design Task Force members review and prioritize all potential suggested revisions and enhancements.

6 Pavement ME Task Force Members
John Donahue, P.E.; Missouri DOT, Chairperson Vicki Schofield, AASHTO Project Manager Marta Juhasz, P.E.; Alberta Transportation, Vice-Chair Clark Morrison, P.E., North Carolina DOT Robert Shugart, P.E.; Alabama DOT Karen Strauss, P.E.; Oregon DOT David Holmgren, P.E.; Utah DOT Patrick Bierl, P.E.; Ohio DOT Felix Doucet; TAC Liaison Tom Yu, P.E.; FHWA Liaison Shane Marshall, P.E.; Utah DOT, SCOJD Liaison Travis Tackett, Florida DOT; T&AA Liaison

7 FY 2018 Enhancements Released with Version 2.5
Recap of Past Webinars on FY 2018 Webinars Webinar #1: August 1 Manual of Practice Integration Customization of output reports Comparator tool Use of MERRA climate

8 FY 2018 Enhancements Released with Version 2.5
Future Webinars on FY 2018 Webinars Webinar #3: August 21 Recalibration of Flexible and Semi-Rigid Pavements

9 FY 2018 Enhancements Released with Version 2.5
Before we get started: Poll 1: Questions 1 and 2

10 FY 2018 Enhancements Released with Version 2.5
Reset Performance Predictions for Preventive Maintenance Treatments within Design Period. Temperature Dependent Indirect Tensile Strength; Input Level 1.

11 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Resetting Performance Predictions Simplistic procedure to consider preventive maintenance treatments that change the transverse surface profile.

12 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Resetting Performance Predictions Features: Allow users to consider pavement preventive maintenance activities within the design period. Reset selected performance parameters once during design period. Not a standalone maintenance design system Not intended for structural fixes.

13 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Resetting Performance Predictions Treatment Assumptions: Non-structural techniques; changing surface profile and/or new surface layer < 1.0 inch. Changes the surface transverse profile; eliminates rutting and/or faulting. Initial IRI is dependent on type of treatment.

14 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Resetting Performance Predictions Treatment Assumptions: Aging of the existing AC layers do not change. Full bond between treatment and existing AC wearing surface. Bottom-up fatigue damage continues to accumulate at the same rate without any preventive maintenance treatment.

15 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Resetting Performance Predictions AC Surface Treatments Cold milling with other treatments Scratch layer with other treatments Micro-surfacing Ultra-thin overlays Hot in place recycling with seal coat Thin overlays Year treatment applied: Month applied is hardcoded to June 1. Initial IRI is an input & dependent on type of treatment. Rutting goes to “0”.

16 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Resetting Performance Predictions IRI Rutting

17 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Resetting Performance Predictions PCC Surface Treatments Diamond grinding Ultra-thin AC overlays Year treatment applied: Month applied is hardcoded to June 1. Initial IRI is an input & dependent on type of treatment. Faulting goes to “0”.

18 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Resetting Performance Predictions IRI Faulting

19 FY 2018 Enhancements Released with Version 2.5
Demonstration: Resetting Performance Parameters

20 FY 2018 Enhancements Released with Version 2.5
Poll 2: Questions 3-5

21 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Indirect Tensile Strength Indirect tensile strength and creep compliance are temperature dependent.

22 FY 2018 Enhancements Released with Version 2
FY 2018 Enhancements Released with Version 2.5 – Indirect Tensile Strength Benefits: Allows user to input level 1 indirect tensile strength data that are temperature dependent. Has a minimal impact on the predicted length of transverse cracks caused by a low temperature event. Will have a more significant impact on transverse cracks caused by another mechanism (i.e. shrinkage which maybe an added enhancement in the future).

23 Input Level 1 Input Level 2 Input Level 3

24 FY 2018 Enhancements Released with Version 2.5
Demonstration: Temperature Dependent Indirect Tensile Strength; Input Level 1

25 FY 2018 Enhancements Released with Version 2.5
Poll 3: Questions 6 and 7

26 FY 2018 Enhancements Released with Version 2.5
Remember: Webinar #3, August 21 (Start Time - 10:00am CDT). Pavement ME Design Users Group Meeting scheduled for November 7 and 8, 2018 in Nashville, TN.

27 FY 2018 Enhancements Released with Version 2.5
Remember to visit ent-engineering/ to ask questions and participate in the Pavement ME design community.

28 Question and answer Session
AASHTOWare: Pavement ME Design FY 2018 Enhancement Question and answer Session We welcome comments & suggestions for future webinars; Send an to

29 Thank you for Attending the Webinar!
AASHTOWare Pavement ME-Design Contacts: Vicki Schofield, AASHTO Phone: (202) John Donahue, MoDOT ME Design Resource Website Pavement ME Design Users Group Contact: Christopher Wagner, FHWA Phone: (404) Help Desk, Customer Support: PREFERRED Pavement ME Design Help Desk Phone: (217) Other ARA Staff: Chad Becker Wouter Brink, Harold Von Quintus, P.E.


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