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PHASE II REPORT Slurry Seal / Micro
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CALTRANS Fugro Consultants, Inc. Co
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CALTRANS Fugro Consultants, Inc. Co
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For the Phase II work, the research
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2.0 CHAPTER 2 INTRODUCTION 2.1 BACK
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3.0 Findings from the ruggedness te
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START Test Mix Components Accept Ma
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For all the above considerations, t
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Type II and III microsurfacings are
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“M” Refers to an ASSHTO Standar
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Viscosity: A property of the mix th
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3.6.2 The European Mixing Test Base
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Mix Torque kg-cm 70 60 50 40 30 20
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Clamping Pressure 200Kpa Interface
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Samples Holes 0.8 inches (~0.20 mm
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• Abrasion: CAT. This test may be
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3.7.1 Step 1: Materials Selection T
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3.7.6 Step 6: Evaluate the Long Ter
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4.2 LABORATORY TEST METHODS DEVELOP
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Table 4.2.2: TB-113 Results for Mix
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In addition to the “base mixture
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The resulting mix had the following
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Features: Produces a tangential flo
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Mixing Containers type and size: a.
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• 50 rpm mixing speed This config
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The shape of the traces for differe
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Figure 4.10: Mix M4 Trace with Stan
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The recommended mixing procedure fo
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Figure 4.14: AMT Trace for Mix M1,
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Figure 4.16: Automated Cohesion Tes
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As illustrated in Figures 4.17 and
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Note that the ratio of the two aver
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• Dry Loss Method - Two identical
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Loss (%) 35 30 20 15 10 5 0 Effect
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The differences in the samples were
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Both systems were correctly defined
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Time (Min) Wet Loss M1 (g) Table 4.
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observation. For long term abrasion
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4.3.2 Evaluation of Cohesion-Abrasi
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4.4 REVISED MIX DESIGN METHOD (VERS
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- Page 83 and 84: 5.0 CHAPTER 5 RUGGEDNESS TESTING 5.
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- Page 107 and 108: 11.2.1.1 BT: brown color transfer t
- Page 109 and 110: Note: Closing all other programs ru
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- Page 115 and 116: To stop the test, select the drop d
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- Page 119 and 120: 5.4 Suitable specimen casting mold
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- Page 125 and 126: APPENDIX C RESULTS OF RUGGEDNESS AM
- Page 127 and 128: Figure C.2: Ruggedness Trials Trial
- Page 129 and 130: Figure C.4: Ruggedness Trials Trial
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- Page 139 and 140: CAT: COHESION ABRASION TEST (FRENCH
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- Page 149 and 150: 2.CAT-Cohesion Abrasion Test: Frenc
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- Page 161 and 162: Source: Lopke (A2) Aggregate: ISSA
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- Page 167 and 168: Source: Lopke (A2) Aggregate: ISSA
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SODIUM SULFATE SOUNDNESS FOR AGGREG
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ABRASION LOSS BY AASHTO T-96 FOR AG
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SAND EQUIVALENT FOR AGGREGATES A1,
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ABRASION LOSS BY ASTM D6928 FOR AGG
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CEL# 10-17749 Source: Sem Materials
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CEL# 10-17749 Source: VSS Emultech
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CEL# 10-17749 Source: Ergon Materia
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Automated Mixing Test Mix: M3 Agg:
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CEL#: 10-17749 1)apply tack coat to
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Aggregates: Emulsions: Mixes: CAT R
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ACT RESULTS FOR ALL MIXES TEST RESU
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ACT RESULTS FOR ALL MIXES 228
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ACT RESULTS FOR ALL MIXES 230
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ACT RESULTS FOR ALL MIXES 232
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ACT RESULTS FOR ALL MIXES 234
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ACT RESULTS FOR ALL MIXES 236
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ACT RESULTS FOR ALL MIXES 238
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ACT RESULTS FOR ALL MIXES 240
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not effective if placed on pavement
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Table F.1: Draft Outline for Refere
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David Peshkin will take the lead in
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Ride quality has been shown to impa
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agency will be held prior to constr
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An agency that desires to participa