- Page 1 and 2: PHASE II REPORT Slurry Seal / Micro
- Page 3 and 4: CALTRANS Fugro Consultants, Inc. Co
- Page 5 and 6: CALTRANS Fugro Consultants, Inc. Co
- Page 7 and 8: For the Phase II work, the research
- Page 9 and 10: 2.0 CHAPTER 2 INTRODUCTION 2.1 BACK
- Page 11 and 12: 3.0 Findings from the ruggedness te
- Page 13 and 14: START Test Mix Components Accept Ma
- Page 15 and 16: For all the above considerations, t
- Page 17 and 18: Type II and III microsurfacings are
- Page 19 and 20: “M” Refers to an ASSHTO Standar
- Page 21 and 22: Viscosity: A property of the mix th
- Page 23 and 24: 3.6.2 The European Mixing Test Base
- Page 25 and 26: Mix Torque kg-cm 70 60 50 40 30 20
- Page 27 and 28: Clamping Pressure 200Kpa Interface
- Page 29 and 30: Samples Holes 0.8 inches (~0.20 mm
- Page 31 and 32: • Abrasion: CAT. This test may be
- Page 33 and 34: 3.7.1 Step 1: Materials Selection T
- Page 35 and 36: 3.7.6 Step 6: Evaluate the Long Ter
- Page 37 and 38: 4.2 LABORATORY TEST METHODS DEVELOP
- Page 39 and 40: Table 4.2.2: TB-113 Results for Mix
- Page 41 and 42: In addition to the “base mixture
- Page 43 and 44: The resulting mix had the following
- Page 45: Features: Produces a tangential flo
- Page 49 and 50: • 50 rpm mixing speed This config
- Page 51 and 52: The shape of the traces for differe
- Page 53 and 54: Figure 4.10: Mix M4 Trace with Stan
- Page 55 and 56: The recommended mixing procedure fo
- Page 57 and 58: Figure 4.14: AMT Trace for Mix M1,
- Page 59 and 60: Figure 4.16: Automated Cohesion Tes
- Page 61 and 62: As illustrated in Figures 4.17 and
- Page 63 and 64: Note that the ratio of the two aver
- Page 65 and 66: • Dry Loss Method - Two identical
- Page 67 and 68: Loss (%) 35 30 20 15 10 5 0 Effect
- Page 69 and 70: The differences in the samples were
- Page 71 and 72: Both systems were correctly defined
- Page 73 and 74: Time (Min) Wet Loss M1 (g) Table 4.
- Page 75 and 76: observation. For long term abrasion
- Page 77 and 78: 4.3.2 Evaluation of Cohesion-Abrasi
- Page 79 and 80: 4.4 REVISED MIX DESIGN METHOD (VERS
- Page 81 and 82: Step 5: Evaluate the Cohesion Prope
- Page 83 and 84: 5.0 CHAPTER 5 RUGGEDNESS TESTING 5.
- Page 85 and 86: These levels will be far enough apa
- Page 87 and 88: 5.3.3 ACT Test For this test, the c
- Page 89 and 90: 6.1.2 AGGREGATE Mineral aggregate s
- Page 91 and 92: shall perform the mix design. The p
- Page 93 and 94: 6.5.2 TEST STRIP. With the coordina
- Page 95 and 96: 6.6.5 MACHINE CALIBRATION. Each uni
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6.7 METHOD OF MEASUREMENT 6.7.1 ARE
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Delays in the progress of the resea
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2.4 IDA Werke EUROSTAR Power contro
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4.3 If the mix does not break, the
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8.0 PROCEDURE 8.1 Maintain the aggr
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11.2.1.1 BT: brown color transfer t
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Note: Closing all other programs ru
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− Eurostar mixer - the parameter
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Figure A.5: Display of Functional U
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To stop the test, select the drop d
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2.3 ISSA TB-100, Test Method for We
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5.4 Suitable specimen casting mold
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8.2 The amounts of material compone
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9.2 Completely cover the specimen w
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APPENDIX C RESULTS OF RUGGEDNESS AM
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Figure C.2: Ruggedness Trials Trial
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Figure C.4: Ruggedness Trials Trial
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CEL#: 10-17749 LAB #: Date Tested:
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CEL#: 10-17749 LAB #: Date Tested:
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CEL#: 10-17749 LAB #: Date Tested:
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CEL#: 10-17749 LAB #: Date Tested:
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CAT: COHESION ABRASION TEST (FRENCH
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CEL#: 10-17749 LAB #: Date Tested:
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CEL#: 10-17749 LAB #: Date Tested:
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CEL#: 10-17749 LAB #: Date Tested:
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CEL#: 10-17749 LAB #: Date Tested:
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2.CAT-Cohesion Abrasion Test: Frenc
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GRADATION ANALYSIS FOR AGGREGATE A1
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GRADATION ANALYSIS FOR AGGREGATE A1
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GRADATION ANALYSIS FOR AGGREGATE A1
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GRADATION ANALYSIS FOR AGGREGATE A1
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GRADATION ANALYSIS FOR AGGREGATE A1
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Source: Lopke (A2) Aggregate: ISSA
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Source: Lopke (A2) Aggregate: ISSA
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Source: Lopke (A2) Aggregate: ISSA
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Source: Lopke (A2) Aggregate: ISSA
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Source: Lopke (A2) Aggregate: ISSA
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GRADATION ANALYSES FOR AGGREGATE A3
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GRADATION ANALYSES FOR AGGREGATE A3
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GRADATION ANALYSES FOR AGGREGATE A3
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GRADATION ANALYSES FOR AGGREGATE A3
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GRADATION ANALYSES FOR AGGREGATE A3
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SODIUM SULFATE SOUNDNESS FOR AGGREG
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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