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SHRP-A-379 ISBN 0-309-05764-7 Contract A-001, A-002A, A-003A, A-003B, P-005 Product Nos. 1012 Program Manager: Edward T. Harrigan Project Managers: Rita B. Leahy Jack S. Youtcheff Program Area Secretary: Juliet Narsiah Copyeditor: Katharyn L. Bine Production Editor: Lynn E. Stanton March 1994 key words: aggregate asphalt binder asphalt cement asphalt modifier bending beam rheometer direct tension dynamic shear rheometer environmental conditioning system gyratory compaction hot mix asphalt indirect tensile test device net adsorption performance grade pressurized aging vessel rolling wheel compaction shear test device SUPERPAVE ® Strategic Highway Research Program National Academy of Sciences 2101 Constitution Avenue N.W. Washington, DC 20418 (202) 334-3774 The publication of this report does not necessarily indicate approval or endorsement of the findings, opinions, conclusions, or recommendations either inferred or specifically expressed herein by the National Academy of Sciences, the United States Government, or the American Association of State Highway and Transportation Officials or its member states. ©1994 National Academy of Sciences 1.5M/NAP/0394
Acknowledgments The research described herein was supported by the Strategic Highway Research Program (SHRP). SHRP is a unit of the National Research Council that was authorized by section 128 of the Surface Transportation and Uniform Relocation Assistance Act of 1987. °°° 111
Page 1: SHR -A-379 The SUPERPAVE Mix Design
Page 5 and 6: M-003 Determining the Shear and Sti
Page 7 and 8: Introduction This volume of the Fin
Page 9 and 10: Table 2. AASHTO and Other Test Meth
Page 11 and 12: T48 Method of Test for Flash and Fi
Page 13 and 14: 10. KEY WORDS Asphalt binder, aspha
Page 15 and 16: Table 1. Performance-Graded Asphalt
Page 17 and 18: 2.2 ASTM Standards: C802 Conducting
Page 19 and 20: 7. APPARATUS 7.1 Bending Beam Rheom
Page 21 and 22: 7.6 Calibrated Thermometers--Calibr
Page 23 and 24: 11.3 Perform a daily quality contro
Page 25 and 26: NOTE9.--The specified preload on th
Page 27 and 28: dG d2 --_ I d __
Page 29 and 30: CO U_ P z_ MLLI L_O° _ _ _c_ r_ j4
Page 31 and 32: m) _L wO O_ W _Z _W W_ Z w W_ 0 _ w
Page 33 and 34: 1.4 Maximum bending stress--The max
Page 35 and 36: Sy = log S(8) + log S(15) + ... log
Page 37 and 38: Z 1.3 1.2 1.1 , , .... J 1 • '; "
Page 39 and 40: T240 Test Method for Effect of Heat
Page 41 and 42: 5.2 The complex shear modulus is an
Page 43 and 44: 7. HAZARDS 7.1 Standard laboratory
Page 45 and 46: 9.1.1.2.3 A thermocouple probe shal
Page 47 and 48: Typically, reliable test results ma
Page 49 and 50: figure 1 can be generated by gradua
Page 51 and 52: 150 "ZERO" STRAIN VALUE O" STRAIN V
Page 53 and 54:
T179 Test Method for Effect of Heat
Page 55 and 56:
5.3 For evaluating an asphalt binde
Page 57 and 58:
time. A change in the load signal e
Page 59 and 60:
9.1.1 Load cell--Verify calibration
Page 61 and 62:
11.2 Immediately after demolding, p
Page 63 and 64:
13.1.5 the average failure strain,
Page 65 and 66:
IA A 5,0 I 6 0 86,0 9,5 FILLET O,K.
Page 67 and 68:
--__6_- -_A AL AL _ o 0 _ _ _ "_ f-
Page 69 and 70:
I __;___ i --_'-- :" (_ . /_/Spring
Page 71 and 72:
T179 Test Method for Effect of Heat
Page 73 and 74:
points within the pressure vessel a
Page 75 and 76:
NOTE7.--Aging temperature in the PA
Page 77 and 78:
13. KEY WORDS Accelerated aging, el
Page 79 and 80:
to temperaturetransducerand te_llpe
Page 81 and 82:
3. SUMMARY OF METHOD 3.1 The paving
Page 83 and 84:
7. PRECAUTIONS 7.1 Solvents should
Page 85 and 86:
9.4 Final Extraction and Recovery 9
Page 87 and 88:
Glass Wool Plug Figure 2. Extractio
Page 89 and 90:
5.761 in I.D. 6 holes 3/16 in I.D.
Page 91 and 92:
1/4 I.D. 5 3/4 in I.D. 6 holes 5/16
Page 93 and 94:
Polypropylene Cloth Filter I" .....
Page 95 and 96:
114 in I.D. 11 1/4 in I.D. 8 holes
Page 97 and 98:
3. SUMMARY OF TEST METHOD 3.1 A sol
Page 99 and 100:
drying should be re-dried. Caution:
Page 101 and 102:
8.16 Clean the funnels, volumetric
Page 103 and 104:
Adsorption/Desorption Testing Data
Page 105 and 106:
2.3 ASTM Standards: D 4402 Measurem
Page 107 and 108:
5.6.3 Start time of test; 5.6.4 Spe
Page 109 and 110:
9.1.1 Weigh the aggregate fractions
Page 111 and 112:
11. CALCULATIONS AND INTERPRETATION
Page 113 and 114:
3.1 Test System--The test system is
Page 115 and 116:
4.3 Determine Air Void Content--Det
Page 117 and 118:
• vertical displacement of the sp
Page 119 and 120:
The following engineering quantitie
Page 121 and 122:
the axial actuator is under closed
Page 123 and 124:
Figure 2. Platen-Specimen Assembly
Page 125 and 126:
Figure 4. Positioning of Vertical a
Page 127 and 128:
tO0 © © ....... OT...=.c on A TEM
Page 129 and 130:
Standard Method of Test for Determi
Page 131 and 132:
3. SUMMARY OF METHOD 3.1 This test
Page 133 and 134:
6.5.1 For analog strip-chart record
Page 135 and 136:
8. PROCEDURE 8.1 Measure the bulk s
Page 137 and 138:
movement per minute. Both the horiz
Page 139 and 140:
If E is greater than 0.01, substitu
Page 141 and 142:
Table 1. Correction Factors for Hor
Page 143 and 144:
Figure 2. Specimen Loading Frame wi
Page 145 and 146:
Page 147 and 148:
6. APPARATUS 6.1 Environmental Cond
Page 149 and 150:
9.3 Heat or cool the asphalt concre
Page 151 and 152:
pressed. Otherwise, measure and rec
Page 153 and 154:
10.7.2.3 Apply a repeated axial com
Page 155 and 156:
11.3.1 Peak Stress (kPa) per load c
Page 157 and 158:
12.1.3 Aggregate Type and Gradation
Page 159 and 160:
Specimen Temperature Hi/Lo Limit Pr
Page 161 and 162:
i Pressure Differential Gauge /_ 0
Page 163 and 164:
I0 0 0 0 0 0 0 0 0 Ooo00 0 0 '_,Oo
Page 165 and 166:
" Total Elastic 0 Ei._ 0 121 Plasti
Page 167 and 168:
T201 Method of Test for Kinematic V
Page 169 and 170:
6.4.4 One metal spatula or spoon 6.
Page 171 and 172:
11.1.1 Asphalt Binder Grade 11.1.2
Page 173 and 174:
D 1561-81a Preparation of Bituminou
Page 175 and 176:
After filling, close all containers
Page 177 and 178:
l i /l Gmb = . (1) B-Cwhere A = Mas
Page 179 and 180:
8. REPORT 8.1 The report shall incl
Page 181 and 182:
1 RAMP, ..:i!i!iiiii:i:i:i:i:i:i:i:
Page 183 and 184:
Page 185 and 186:
3.3 Epoxy Nut to Neutral Axis of Sp
Page 187 and 188:
5.1.6 Cumulative Dissipated Energy
Page 189 and 190:
plot 6.1.11 Plot of Dissipated Ener
Page 191 and 192:
Figure 2. Nut Epoxied to Neutral Ax
Page 193 and 194:
Figure 4. Nut/Block/Screw/LVDT Conn
Page 195 and 196:
0 OO £ m -r"_ mlO 5 10 4 , [ 'T I
Page 197 and 198:
As a minimum, the test system, shou
Page 199 and 200:
With the ink marker, trace diar_.et
Page 201 and 202:
5. CALCULATIONS A_er the specime_ f
Page 203 and 204:
Step Motor L,.._ Loading Rod Swivel
Page 205 and 206:
ATHENA TEMPERATURECONTROLLER ii:!i:
Page 207 and 208:
Standard Practice for The Laborator
Page 209 and 210:
2.2 SHRP Documents B-006 Extraction
Page 211 and 212:
using the same SUPERPAVE ® perform
Page 213 and 214:
must be used with the modifier from
Page 215 and 216:
8.2.3 Sections 8.3 and 8.4 present
Page 217 and 218:
8.8.2 Conditioning and Testing--Car
Page 219 and 220:
9. LABORATORY EVALUATION OF AGGREGA
Page 221 and 222:
shear, volumetric and frequency swe
Page 223 and 224:
12.2 The HMA plant should produce t
Page 225 and 226:
Table 1. Modifier Selection and Cha
Page 227 and 228:
Table 5. Guidelines for Binder Modi
Page 229 and 230:
Standard Practice for Grading or Ve
Page 231 and 232:
6. TEST PROCEDURE FOR GRADING AN UN
Page 233 and 234:
7. TEST PROCEDURE FOR VERIFYING THE
Page 235 and 236:
8. REPORT 8.1 If the grade of the a
Page 237 and 238:
1.4 In order to attain adequate pre
Page 239 and 240:
5.4 Calculate the bulk specific gra
Page 241 and 242:
Standard Practice for Measurement o
Page 243 and 244:
Table 1. Test Matrix for Level 2 Mi
Page 245 and 246:
6. SPECIMEN PREPARATION 6.1 All tes
Page 247 and 248:
Record axial deformation, shear def
Page 249 and 250:
7.3.5 Since the specimen will be su
Page 251 and 252:
NOTE 15.--At each temperature, the
Page 253 and 254:
Table 7. Time Estimate for Level 2
Page 255:
NOTEA1.2.--This stress-controlled t
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