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Presents. Stantec Meeting. Agenda. Topic Duration Presenter Participant Introduction 5 Min Foster DiFiore (DiFiore Group) What is Foamed Asphalt? 15 Min Tim Kowalski What are its physical characteristics (Wirtgen America) Expansion ratio Half life Optimization
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Agenda Topic DurationPresenter Participant Introduction 5 Min Foster DiFiore (DiFiore Group) • What is Foamed Asphalt? 15 Min Tim Kowalski • What are its physical characteristics (Wirtgen America) • Expansion ratio • Half life • Optimization • Foam mix design process • Uses of Foamed Asphalt 15 Min Tim Kowalski • Cold In Place Recycling • Full Depth • Plant Produced • Job Specific Plant Produced illustrations (Web Driven) 18 Min Dave Galeazzo • Lake Road Video Foster DiFiore • Job Reports • Lake Road • Bernard's Grove • Sweden Town Park • Webster Schools • Xerox Re • Testing QA/QC considerations 15 Min Greg Samios (EDP) • Marshall mix consideration • Layer coefficients • Typical sections • Questions/Discussions 20 Min All
Sieve Size (mm 0.075 0.015 0.300 0.600 1.18 2.36 4.75 9.5 12.5 19.0 25.0 37.5 50.0 % Passing 5.5 7.9 11.5 18.5 27.1 41.2 62.8 79.0 84.2 93.3 99.4 100.0 100.0 Foam Mix Design Process
Foamed Asphalt Process • In-Situ
Foamed Asphalt Process • Cold In Place Recycling
Foamed Asphalt Process • Plant Produced – KMA 200
Quality Control • Plant Produced KMA-200 • Consistency and Performance
QA/QC Overview • Testing QA/QC considerations • Structural layer coefficients • Typical sections
QA/QC Fieldwork • Verification of application rates • Sample treated materials • Cast briquettes at varying densities using Marshall hammer • 3 briquettes at 50 blows per side • 3 briquettes at 75 blows per side • 3 briquettes at 112 blows per side • Measure briquettes for wet density • Complete density testing of reclaimed pavement using heavy-duty Marshall density, i.e. 75 blows per side
QA/QC Fieldwork cont. • Moisture content testing • Completed at plant location • Completed during placement • Verification of placement depths
QA/QC Follow-up Testing • Briquettes are cured using same methods as completed during the mix design • Strength testing completed for • Dry ITS • Soaked ITS • Soaked stability and flow
QA/QC Follow-up Testing • Develop polynomial trend lines using strength and field wet density values • Estimate in-place strength of SBC at each compaction test location • Dry ITS • Soaked ITS • Stability