Optimum Time for Application of Slurry Seal to Asphalt Concrete Pavements UNR Pavement/Materials Engineering Cooperative Agreement University of Nevada Reno ( UNR) Western Regional Superpave Center
Problem Statement and Objective The time of Slurry Seal (SS) application is left to the Project Engineer judgment and practice. SS right after construction SS after 1, 3, 5 etc. years of service … Objective: Evaluate the field performance & effectiveness of SS on asphalt pavements in Truckee Meadows Region 2 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Research Phases Phase I: Evaluate effectiveness & optimum time for single application of slurry seal Phase II: Evaluate effectiveness & optimum time for sequential application of slurry seal 3 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Phase I: Research Approach Collect & evaluate performance data of asphalt pavements without slurry seal receiving single slurry seal at various times: 0, 1, 3, 5, 7, and 9. Identify effectiveness & optimum time for SS application. 4 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Phase I: Evaluated Sections Asphalt pavement sections were identified within the jurisdictions of: WCED, COR and COS. Initial Road T otal number Construction ADT Classification of sections Pavement Type 10,000 Arterial 36 New Construction Collector < 10,000 33 Residential < 6,000* 525 10,000 34 Arterial Overlay Collector < 10,000 226 Residential < 6,000* 1,848 * With a high percentage of trucks (> 4%) 5 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Phase I: Evaluated Sections (Cont’d) Within each group (i.e. Road class), pavement sections were broken into three categories: Do – Nothing: SS was not applied to the pavement SS applied immediately after construction (referred to as 0) SS applied at: 1, 3, 5, 7, and 9 years after construction Performance was measured in terms of PCI. 6 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Performance Models for Newly Constructed Pavements without Slurry Seal 100 100 R² = 0.98 R² = 0.98 80 80 60 60 PCI PCI 40 40 20 20 PCI = -0.0058 Age 4 + 0.1863 Age 3 - 1.7141 Age 2 - 0.6472 Age + PCI = 0.001 Age 4 - 0.0312 Age 3 + 0.2715 Age 2 - 4.4837 Age + 99.752 100.77 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years New Construction -Arterials Prediction Model New Construction -Collectors Prediction Model 100 R² = 0.91 80 60 PCI 40 20 PCI = -0.0026 Age 4 + 0.0891 Age 3 - 0.9833 Age 2 - 0.8446 Age + 99.24 0 0 2 4 6 8 10 12 14 16 18 20 Age in Years New Construction -Residential Prediction Model 7 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Performance Models for Pavements that Received Overlay without Slurry Seal 100 100 R² = 0.97 R² = 0.96 80 80 60 60 PCI PCI 40 40 20 20 PCI = -0.0185 Age 4 + 0.5036 Age 3 - 4.0695 Age 2 + 3.6796 Age + PCI = -0.0004 Age 4 + 0.0099 Age 3 - 0.2232 Age 2 - 3.7809 Age + 98.809 99.192 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Overlay -Arterials Prediction Model Overlay -Collectors Prediction Model 100 R² = 0.91 80 60 PCI 40 PCI = -0.0048 Age 4 + 0.1177 Age 3 - 0.9078 Age 2 - 1.9824 Age + 20 98.666 0 0 2 4 6 8 10 12 14 16 18 20 Age in Years Overlay Residential Prediction Model 8 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Performance Models for Pavements with Slurry Seal: Similar models were developed for: Slurry seal for newly constructed pavements Arterial Collectors Residential Slurry seal for pavements that received overlay Arterial Collectors Residential 9 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Prediction Performance Models New Construction - Arterial 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Slurry Seal at year 0 New Construction Slurry Seal at year 1 New Construction Slurry Seal at year 3 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Slurry Seal at year 5 New Construction Slurry Seal at year 7 New Construction Slurry Seal at year 9 10 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Prediction Performance Models Overlay - Arterial 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years Overlay New Construction Slurry Seal at year 0 New Construction Overlay Slurry Seal at year 1 New Construction Overlay Slurry Seal at year 3 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Overlay Slurry Seal at year 5 New Construction Overlay Slurry Seal at year 7 New Construction Overlay Slurry Seal at year 9 11 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Prediction Performance Models New Construction - Collectors 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Slurry Seal at year 0 New Construction Slurry Seal at year 1 New Construction Slurry Seal at year 3 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Slurry Seal at year 5 New Construction Slurry Seal at year 7 New Construction Slurry Seal at year 9 12 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Prediction Performance Models Overlay - Collector 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years Overlay New Construction Slurry Seal at year 0 New Construction Overlay Slurry Seal at year 1 New Construction Overlay Slurry Seal at year 3 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Overlay Slurry Seal at year 5 New Construction Overlay Slurry Seal at year 7 New Construction Overlay Slurry Seal at year 9 13 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Prediction Performance Models New Construction - Residential 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Slurry Seal at year 0 New Construction Slurry Seal at year 1 New Construction Slurry Seal at year 3 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Slurry Seal at year 5 New Construction Slurry Seal at year 7 New Construction Slurry Seal at year 9 14 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
Prediction Performance Models Overlay - Residential 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years Overlay New Construction Slurry Seal at year 0 New Construction Overlay Slurry Seal at year 1 New Construction Overlay Slurry Seal at year 3 100 100 100 80 80 80 60 60 60 PCI PCI PCI 40 40 40 20 20 20 0 0 0 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 Age in Years Age in Years Age in Years New Construction Overlay Slurry Seal at year 5 New Construction Overlay Slurry Seal at year 7 New Construction Overlay Slurry Seal at year 9 15 University of Nevada Reno, www.wrsc.unr.edu 12/15/2011
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