- Page 1 and 2:
Summary of Rubber Modified Asphalt
- Page 3 and 4:
Acknowledgements We appreciate the
- Page 5 and 6:
Appendix I: Arizona Asphalt Rubber
- Page 7 and 8:
3.0 Asphalt Rubber Binder Specifica
- Page 9 and 10:
Agencies Source Gradation Additives
- Page 11 and 12:
Agencies Source Gradation Additives
- Page 13 and 14:
Agency CRM percentage Blending temp
- Page 15 and 16:
4.2 Material Property Testing of Te
- Page 17 and 18:
Table 4. Mix Design Parameter Compa
- Page 19 and 20:
under snow plow activity and freeze
- Page 21 and 22:
6.0 Terminal Blend Mix Specificatio
- Page 23 and 24:
Agency Ambient/pavement temperature
- Page 25 and 26:
8.2 Construction of Asphalt Rubber
- Page 27 and 28:
9.0 Summary and Recommendations for
- Page 29 and 30:
Appendix A: Ontario Specifications
- Page 31 and 32:
compound. Continue blending the RA
- Page 33 and 34:
1151.05.06.04 Rubberized Asphalt Ce
- Page 35 and 36:
i. Acceptance and pay adjustment of
- Page 37 and 38:
centipoises (see Note 1) LP-11 Cone
- Page 39 and 40:
1151.03 DEFINITIONS Section 1151.03
- Page 41 and 42:
1151.05.06 Rubber Modified Asphalt
- Page 43 and 44:
313.07.06.02 Paving Clause 313.07.0
- Page 45 and 46:
a) PFGAC, if the PFGAC is less than
- Page 47 and 48:
Appendix B: Ontario Specifications
- Page 49 and 50:
D. A letter from the CR supplier in
- Page 51 and 52:
313.07.15.06 Rubber Modified Asphal
- Page 53 and 54:
considered to be 0.65. Table R1 Tri
- Page 55 and 56:
supplier provides ingredients and i
- Page 57 and 58:
The Contractor shall be solely resp
- Page 59 and 60:
Section Limit defines the chainage
- Page 61 and 62:
The referee laboratory will be desi
- Page 63 and 64:
RUBBERIZED ASPHALT CONCRETE MIXTURE
- Page 65 and 66:
The CRM shall be sufficiently dry s
- Page 67 and 68:
special provisions. 2. The minimum
- Page 69 and 70:
AGGREGATE The aggregate for Type G
- Page 71 and 72:
manner specified for asphalt concre
- Page 73 and 74:
C. Asphalt modifier shall be tested
- Page 75 and 76:
B. Place one rubber ball on each si
- Page 77 and 78:
Test Parameter ASPHALT-RUBBER BINDE
- Page 79 and 80:
A. The temperature of the aggregate
- Page 81 and 82:
modifier. ASPHALT MODIFIER The asph
- Page 83 and 84:
sieve and record that number (next
- Page 85 and 86:
The Contractor shall provide a Haak
- Page 87 and 88:
modifier, and CRM. Paving asphalt a
- Page 89 and 90:
not more than 163°C after applying
- Page 91 and 92:
Appendix G: California Terminal Ble
- Page 93 and 94:
6. California Test 371 test results
- Page 95 and 96:
Prepaving Conference Schedule a pre
- Page 97 and 98:
HMA Acceptance Quality Characterist
- Page 99 and 100:
Quality Characteristic Hot Mix Asph
- Page 101 and 102:
3. Isolating the scale system withi
- Page 103 and 104:
if the atmospheric temperature is b
- Page 105 and 106:
3. From the center of the specified
- Page 107 and 108:
The asphalt-rubber shall contain a
- Page 109 and 110:
Appendix J: Arizona Specifications
- Page 111 and 112:
TABLE 413-3 MINERAL AGGREGATE CHARA
- Page 113 and 114:
source(s) of mineral aggregate, pro
- Page 115 and 116:
413-7 Construction Requirements: 41
- Page 117 and 118:
discharge chute of the drier in ord
- Page 119 and 120:
Screeds shall include any strike-of
- Page 121 and 122:
in nominal thickness. (C) Rolling P
- Page 123 and 124:
Appendix K: Arizona Specifications
- Page 125 and 126:
TABLE 414-3 MINERAL ADMIXTURE Mater
- Page 127 and 128:
414-6.02 Mineral Aggregate: Aggrega
- Page 129 and 130:
Mineral admixture shall be mechanic
- Page 131 and 132:
Before asphaltic concrete is placed
- Page 133 and 134:
furnished with the machine: Ski-typ
- Page 135 and 136:
The accepted quantities of asphalti
- Page 137 and 138:
Asphalt-Rubber Stress-Absorbing Mem
- Page 139 and 140:
If the asphalt-rubber membrane has
- Page 141 and 142:
Appendix M: Texas Asphalt Rubber Sp
- Page 143 and 144:
• a modifier is introduced separa
- Page 145 and 146:
A and B aggregates differ by more t
- Page 147 and 148:
Flat and elongated particles Tex-28
- Page 149 and 150:
When shown on the plans, the Engine
- Page 151 and 152:
(16) Development of JMF3. Evaluate
- Page 153 and 154:
At any time during production, the
- Page 155 and 156:
acceptable tolerances listed in Tab
- Page 157 and 158:
Appendix O: Texas Specifications -
- Page 159 and 160:
Gradation Requirements for Mineral
- Page 161 and 162:
Table 4 (continued) Test Methods, T
- Page 163 and 164:
Table 6 Master Gradation Bands (% P
- Page 165 and 166:
(13) Trial Batch Testing. Test the
- Page 167 and 168:
Hamburg Wheel tests meet the specif
- Page 169 and 170: air voids will be determined based
- Page 171 and 172: Contractor’s or the Engineer’s
- Page 173 and 174: may make as many independent densit
- Page 175 and 176: In-Place Placement Pay In-Place Pla
- Page 177 and 178: a sampling port. Keep A-R binder fr
- Page 179 and 180: type, grade and surface aggregate c
- Page 181 and 182: Control records shall include at a
- Page 183 and 184: Appendix R: Florida Asphalt Rubber
- Page 185 and 186: 341-8 Placement of Asphalt Concrete
- Page 187 and 188: AR-OGFC as specified in 401.03.03.E
- Page 189 and 190: Submit to the ME a certification of
- Page 191 and 192: Table 902.07.03-1 JMF Master Ranges
- Page 193 and 194: Table 902.07.04-1 Production Contro
- Page 195 and 196: Appendix T: Massachusetts Asphalt R
- Page 197 and 198: °C per hour. 6. Mechanical Blender
- Page 199 and 200: Appendix U: China Asphalt Rubber Sp
- Page 201 and 202: g/cm 3 . It should not contain stee
- Page 203 and 204: S16 0~3 100 80~100 50~80 25~60 8~45
- Page 205 and 206: 矿料间隙率VMA (%) 不小于 19
- Page 207 and 208: 试件击实温度 160~170 试件
- Page 209 and 210: 初压开始温度 breakdown roller
- Page 211 and 212: 压路机类型 Type of Roller 静
- Page 213 and 214: 0.075mm ±2 ≤ 2.36mm 逐盘在线
- Page 215 and 216: Blend Composition: 13.0% - 12.5mm A
- Page 217 and 218: Percent Passing 100 90 80 70 60 50
- Page 219: Draft 9-25-2011 % Air Voids 9.0 8.0
- Page 223: Draft 9-25-2011 218
Change language