Determining Pavement Design Criteria for Recycled Aggregate Base and - - PowerPoint PPT Presentation
Determining Pavement Design Criteria for Recycled Aggregate Base and Large Stone Subbase Bora Cetin Haluk Sinan Coban Tuncer Edil William Likos Junxing Zheng Halil Ceylan Ashley Buss MnDOT Project TPF-5(341) Monthly Meeting December 10,
MnDOT Project TPF-5(341)
Monthly Meeting
December 10, 2019
Bora Cetin Haluk Sinan Coban Tuncer Edil William Likos Junxing Zheng Halil Ceylan Ashley Buss
Slide 2 Iowa State University University of Wisconsin-Madison
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Michigan State University
➢ Principal Investigator – Bora Cetin
Assistant Professor – Department of Civil and Environmental Engineering
➢ Principal Investigator – Halil Ceylan
Professor – Department of Civil, Construction & Environmental Engineering
➢ Co-Principal Investigator – Ashley Buss
Assistant Professor – Department of Civil, Construction & Environmental Engineering
➢ Co-Principal Investigator – Junxing Zheng
Assistant Professor – Department of Civil, Construction & Environmental Engineering
➢ Research Personnel – Haluk Sinan Coban
PhD Candidate – Department of Civil, Construction & Environmental Engineering
➢ Co-Principal Investigator – William Likos
Professor – Department of Civil and Environmental Engineering
➢ Co-Principal Investigator – Tuncer B. Edil
Professor Emeritus – Department of Civil and Environmental Engineering
Slide 3 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 4 Iowa State University University of Wisconsin-Madison
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Michigan State University
➢ Aggregate & Ready Mix of MN ➢ Asphalt Pavement Alliance (APA) ➢ Braun Intertec ➢ Infrasense ➢ Diamond Surface Inc. ➢ Flint Hills Resources ➢ International Grooving & Grinding Association (IGGA) ➢ Midstate Reclamation & Trucking ➢ MN Asphalt Pavement Association ➢ Minnesota State University - Mankato ➢ National Concrete Pavement Technology Center ➢ Roadscanners ➢ University of Minnesota - Duluth ➢ University of New Hampshire ➢ Mathy Construction Company ➢ Michigan Tech Transportation Institute (MTTI) ➢ University of Minnesota ➢ National Center for Asphalt Technology (NCAT) at Auburn University ➢ GSE Environmental ➢ Helix Steel ➢ Ingios Geotechnics ➢ WSB ➢ Cargill ➢ PITT Swanson Engineering ➢ University of California Pavement Research Center ➢ Collaborative Aggregates LLC ➢ American Engineering Testing, Inc. ➢ Center for Transportation Infrastructure Systems (CTIS) ➢ Asphalt Recycling & Reclaiming Association (ARRA) ➢ First State Tire Recycling ➢ BASF Corporation ➢ Upper Great Plains Transportation Institute at North Dakota State University ➢ 3M ➢ Pavia Systems, Inc. ➢ All States Materials Group ➢ Payne & Dolan, Inc. ➢ Caterpillar ➢ The Dow Chemical Company ➢ The Transtec Group ➢ Testquip LLC ➢ Hardrives, Inc. ➢ Husky Energy ➢ Asphalt Materials & Pavements Program (AMPP) ➢ Concrete Paving Association of MN (CPAM) ➢ MOBA Mobile Automation ➢ Geophysical Survey Systems ➢ Leica Geosystems ➢ University of St. Thomas ➢ Trimble
Slide 5 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 6 Iowa State University University of Wisconsin-Madison
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Michigan State University
Green – Completed Red – In Progress
Slide 7 Iowa State University University of Wisconsin-Madison
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Michigan State University
185 186 188 189 127 227 328 428 528 628 728 9 in LSSB 9 in LSSB 9 in LSSB 9 in LSSB 6 in Class 5Q Aggregate 6 in Class 5Q Aggregate 6 in Class 5Q Aggregate 6 in Class 5Q Aggregate 6 in Class 5Q Aggregate Clay Loam Clay Loam Clay Loam Clay Loam Clay Loam Sand Sand Clay Loam 18 in LSSB (1 lift) 18 in LSSB (1 lift) 12 in Coarse RCA 12 in Fine RCA Clay Loam 6 in Class 6 Aggregate Clay Loam Clay Loam 3.5 in
Borrow 3.5 in
Borrow 3.5 in
Borrow 9 in LSSB 3.5 in
Borrow 6 in Class 6 Aggregate 12 in RCA+RAP 12 in Limestone 3.5 in Superpave 3.5 in Superpave 3.5 in Superpave 3.5 in Superpave 3.5 in Superpave 3.5 in Superpave Recycled Aggregate Base 3.5 in Superpave 3.5 in Superpave Large Stone Subbase Large Stone Subbase with Geosynthetics 3.5 in Superpave 3.5 in Superpave 3.5 in Superpave TX TX+GT BX+GT BX
TX = Triaxial Geogrid BX = Biaxial Geogrid GT = Nonwoven Geotextile
Slide 8 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 9 Iowa State University University of Wisconsin-Madison
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Michigan State University
– Weather data – Temperature sensors – Moisture sensors
Green – Completed Red – In Progress
Slide 10 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 11 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 12 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 13 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 14 Iowa State University University of Wisconsin-Madison
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Michigan State University
188 Clay Loam 3.5 in
Borrow 12 in Limestone 3.5 in Superpave
Slide 15 Iowa State University University of Wisconsin-Madison
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Michigan State University
188 Clay Loam 3.5 in
Borrow 12 in Limestone 3.5 in Superpave
Slide 16 Iowa State University University of Wisconsin-Madison
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Michigan State University
OWP MID IWP IWP MID OWP 16368 Start 16379 1
2
3
4
5
6
7
End OUTSIDE LANE (+) INSIDE LANE (-) Cell Number Test Points Station
185
12 in. Coarse RCA IWP = Inner wheel path MID = Midlane OWP = Outer wheel path Dynatest Model 8002 FWD
Slide 17 Iowa State University University of Wisconsin-Madison
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Michigan State University
– Asphalt – Base+subbase – Subgrade
Asphalt Composite Subgrade Base+ Subbase
Slide 18 Iowa State University University of Wisconsin-Madison
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Michigan State University
Maximum deflection Composite EFWD
188 Clay Loam 3.5 in
Borrow 12 in Limestone 3.5 in Superpave
Slide 19 Iowa State University University of Wisconsin-Madison
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Michigan State University
Asphalt EFWD Base+Subbase EFWD
188 Clay Loam 3.5 in
Borrow 12 in Limestone 3.5 in Superpave
Slide 20 Iowa State University University of Wisconsin-Madison
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Michigan State University
Subgrade EFWD
188 Clay Loam 3.5 in
Borrow 12 in Limestone 3.5 in Superpave
Slide 21 Iowa State University University of Wisconsin-Madison
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Michigan State University
Maximum Deflection Composite EFWD
188 Clay Loam 3.5 in
Borrow 12 in Limestone 3.5 in Superpave
Slide 22 Iowa State University University of Wisconsin-Madison
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Michigan State University
Asphalt EFWD Base+subbase EFWD
188 Clay Loam 3.5 in
Borrow 12 in Limestone 3.5 in Superpave
Slide 23 Iowa State University University of Wisconsin-Madison
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Michigan State University
Subgrade EFWD
188 Clay Loam 3.5 in
Borrow 12 in Limestone 3.5 in Superpave
Slide 24 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 25 Iowa State University University of Wisconsin-Madison
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Michigan State University
Slide 26 Iowa State University University of Wisconsin-Madison
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Michigan State University
TASKS
MONTHS
1 2 3 4 5 6 7 8 9 1 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 3 1 3 2 3 3
Task 1 Task 2 Task 3 Task 4 Task 5 Task 6 Task 7 Task 8 Task 9