PHASE II REPORT - Caltrans

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Automated Mixing Test Mix: M1 Agg: Table Mtn Emul: Ralumac Trial # Temp°C Cement, % Water, % AMT RESULTS FOR ALL MIXES Liquid Add, %:______ Emulsion, % Aggregate, g Cement, % 1 25 0.5 8 0 10 300 1.5 24 0 30 n/a n/a n/a >15 sec 2 25 0 10 1 11 300 0 30 3 33 8.8 2:30 3:00 3:30 3 25 0 12 1 11 300 0 36 3 33 8.8 3:45 6:15 7:30 4 25 0 12 1 12 300 0 36 3 36 8.8 3:45 6:15 7:30 5 25 0 12 1 12 300 0 36 3 36 8.8 5:00 7:30 8:45 6 25 0 12 1 13 300 0 36 3 39 7.8 6:15 8:45 10:00 7 25 0 12 1 14 300 0 36 3 42 7.5 6:15 8:45 10:00 8 25 0 0 0 0 300 0 0 0 0 Humidity= 50% Automated Mixing Test Mix: M2 Agg: Table Mtn Emul: LMCQS-1h Trial # Temp°C Cement, % Water, % Liquid Add, %:______ Emulsion, % Aggregate, g Cement, % 1 25 0 14 1 11 300 0 42 3 33 9.5 2:30 8:15 9:00 2 25 0 14 1 14 300 0 42 3 42 n/a n/a n/a n/a 3 25 0 14 1 14 300 0 42 3 42 9.5 8:45 n/a 10:00 * 4 25 0 12 1 15 300 0 36 3 45 8.8 10:00 n/a 10:00 ** 5 25 0 13 0.5 12 300 0 39 1.5 36 9.5 5:00 8:45 10:00 *** 6 25 0 12 0.5 12 300 0 36 1.5 36 9.5 3:45 7:30 8:45 **** 7 25 0 12 1 11 300 0 36 3 33 9.5 3:45 7:30 8:00 8 25 0 10 1 11 300 0 30 3 33 9.5 3:15 7:30 8:00 Humidity= 50% 191 Water, % Water, % Liquid Add, %:______ Liquid Add, %:______ Emulsion, % Emulsion, % Mix Index: steady state torque Mix Index: steady state torque * aborted; LV; rocks interfering with stirrer ** didn't break; stopped at 10 min *** stopped at 10 min Mix Time: time where steady increas of torque begins Mix Time: time where steady increas of torque begins Spread Time: time where torque reaches 12 N-cm Spread Time: time where torque reaches 12 N-cm Time when mix has broken Time when mix has broken
Automated Mixing Test Mix: M3 Agg: Lopke Emul: Ralumac Trial # Temp°C Cement, % Water, % AMT RESULTS FOR ALL MIXES Liquid Add, %:______ Emulsion, % Aggregate, g Cement, % 1 25 0 12 0 10 300 0 36 0 30 8.5 2:30 7:30 8:45 2 25 0.5 12 0 10 300 1.5 36 0 30 9 1:15 6:15 7:30 3 25 1 14 1 10 300 3 42 3 30 9 1:15 7:00 7:30 4 25 0 12 0 12 300 0 36 0 36 8.5 3:45 7:30 8:45 5 25 0.5 12 0 12 300 1.5 36 0 36 8 2:30 6:15 7:30 6 25 1 14 1 12 300 3 42 3 36 8 2:30 7:30 8:45 7 25 0 0 0 0 300 0 0 0 0 8 25 0 0 0 0 300 0 0 0 0 Humidity= 50% Automated Mixing Test Mix: M4 Agg: Lopke Emul: LMCQS-1h Trial # Temp°C Cement, % Water, % Liquid Add, %:______ Emulsion, % Aggregate, g Cement, % 192 Water, % Water, % Liquid Add, %:______ Liquid Add, %:______ Emulsion, % Emulsion, % Mix Index: steady state torque Mix Index: steady state torque Mix Time: time where steady increas of torque begins Mix Time: time where steady increas of torque begins Spread Time: time where torque reaches 12 N-cm Spread Time: time where torque reaches 12 N-cm 1 25 1 16 0 11 300 3 48 0 33 7-8 8:15 >10 >10 2 25 1 14 0 11 300 3 42 0 33 8-9 6:15 >10 >10 3 25 1 12 0 11 300 3 36 0 33 9-10 5:00 >10 >10 4 25 1 10 0 11 300 3 30 0 33 2-3 6:15 >10 >10* 4r 25 1 10 0 11 300 3 30 0 33 10-11 5:00 6:00 6:00 5 25 1 9 0.5 11 300 3 27 1.5 33 10 2:30 3:00 3:00 300 0 0 0 0 300 0 0 0 0 Humidity= 50% * low torque b/c stirrer wasn't set low enough Time when mix has broken Time when mix has broken
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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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Step 5: Evaluate the Cohesion Prope
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5.0 CHAPTER 5 RUGGEDNESS TESTING 5.
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These levels will be far enough apa
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5.3.3 ACT Test For this test, the c
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6.1.2 AGGREGATE Mineral aggregate s
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shall perform the mix design. The p
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6.5.2 TEST STRIP. With the coordina
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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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CAT: COHESION ABRASION TEST (FRENCH
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Page 145 and 146: CEL#: 10-17749 LAB #: Date Tested:
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Page 149 and 150: 2.CAT-Cohesion Abrasion Test: Frenc
Page 151 and 152: GRADATION ANALYSIS FOR AGGREGATE A1
Page 161 and 162: Source: Lopke (A2) Aggregate: ISSA
Page 171 and 172: GRADATION ANALYSES FOR AGGREGATE A3
Page 181 and 182: SODIUM SULFATE SOUNDNESS FOR AGGREG
Page 183 and 184: SODIUM SULFATE SOUNDNESS FOR AGGREG
Page 185 and 186: ABRASION LOSS BY AASHTO T-96 FOR AG
Page 187 and 188: SAND EQUIVALENT FOR AGGREGATES A1,
Page 189 and 190: ABRASION LOSS BY ASTM D6928 FOR AGG
Page 191 and 192: CEL# 10-17749 Source: Sem Materials
Page 193 and 194: CEL# 10-17749 Source: VSS Emultech
Page 195: CEL# 10-17749 Source: Ergon Materia
Page 199 and 200: CEL#: 10-17749 1)apply tack coat to
Page 229 and 230: Aggregates: Emulsions: Mixes: CAT R
Page 231 and 232: ACT RESULTS FOR ALL MIXES TEST RESU
Page 233 and 234: ACT RESULTS FOR ALL MIXES 228
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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
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