Guideline for the Design and Use of Asphalt Pavements for ...

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CHAPTER THREE THICKNESS DESIGN
Page 1: 2nd Edition, January 2006 Guideline
Page 5: ENDORSEMENTS This guideline was dev
Page 9: CHAPTER ONE ASPHALT AND HOT MIX ASP
Page 12 and 13: almost entirely of bitumen. The bit
Page 14 and 15: Emulsions are graded based on how q
Page 16 and 17: publication of The Asphalt Institut
Page 18 and 19: Table 1-4 PG Grades of Binders Spec
Page 20 and 21: maximum aggregate size, but also th
Page 23 and 24: CHAPTER TWO PAVEMENT DESIGN CONSIDE
Page 25 and 26: ! Pit identification ! Bin combinat
Page 27 and 28: Aggregate Test Property Fine Aggreg
Page 29 and 30: · Asphalt binder grade (PG: 64-22,
Page 31 and 32: The maximum performance period to b
Page 33 and 34: 18k ESAL20 = 62,000 + 80R (2-1) Whe
Page 35 and 36: SOIL SUPPORT CAPABILITY The ability
Page 37 and 38: · It indicates a basic material pr
Page 39 and 40: ! 100 percent of the material has t
Page 41: Aggregate base provides a drainable
Page 46 and 47: PAVEMENT THICKNESS DESIGN For this
Page 48 and 49: TRAFFIC (ESALs) The destructive eff
Page 50 and 51: ! The probability that the load app
Page 52 and 53: The SN obtained from Figure 3-1 is
Page 54 and 55: Table 3-7 Recommended Minimum Pavem
Page 56 and 57: Step 3 - Determine 18K EDLA for ent
Page 59: CHAPTER FOUR SUBGRADE AND AGGREGATE
Page 62 and 63: using common construction procedure
Page 64 and 65: Design If soil cement stabilization
Page 66 and 67: OVER-EXCAVATION METHOD Expansive so
Page 69 and 70: CHAPTER FIVE CONSTRUCTION OF HOT MI
Page 71 and 72: There are many styles and types of
Page 73 and 74: Because a uniform flow of properly
Page 75 and 76: pulleys, chains, sprockets, and oth
Page 77 and 78: Placement Equipment multiple drop s
Page 79 and 80: CONSTRUCTION PRACTICES PREPARATION
Page 81 and 82: 2. It stabilizes the fines and pres
Page 83 and 84: Now with Superpave, the nominal max
Page 85 and 86: density on both sides of the joint
Page 87 and 88: Heat checking is a rather common oc
Page 89 and 90: Others contractors experimented wit
Page 91 and 92: esult. But, if evaporation is slow
Page 93 and 94:
material. A yielding subgrade or ba
Page 95:
Testing should generally be perform
Page 99 and 100:
CHAPTER SIX GEOSYNTHETICS AND THEIR
Page 101 and 102:
BARRIER FABRICS One school of thoug
Page 103 and 104:
Too light an application rate could
Page 105 and 106:
Most HMA mixes require rolling to c
Page 107:
CHAPTER SEVEN HIGH TRAFFIC VOLUME I
Page 110 and 111:
This chapter provides design and pr
Page 112 and 113:
Figure 7-3 Consolidation in the Whe
Page 114 and 115:
HOT MIX ASPHALT (HMA) THICKNESS The
Page 116 and 117:
Separation fabrics used to separate
Page 118 and 119:
PRODUCTION AND PLACEMENT At the sta
Page 121 and 122:
PARKING LOT DESIGN GENERAL CONSIDER
Page 123 and 124:
to be placed as a part of the pavem
Page 125 and 126:
Planned stage construction is a mea
Page 127:
3. It eliminates the need for costl
Page 131 and 132:
CHAPTER NINE DESIGNS FOR RECREATION
Page 133 and 134:
The surface course, or the full-dep
Page 135 and 136:
HMA THICKNESS Subgrade Type Class C
Page 137:
CONSTRUCTION PRACTICES Construction
Page 141 and 142:
LIFE CYCLE COST ANALYSIS Introducti
Page 143 and 144:
Future cost and benefit streams sho
Page 145:
and are updating to provide a more
Page 149 and 150:
PAVEMENT MANAGEMENT CHAPTER ELEVEN
Page 151 and 152:
The objective of this chapter is to
Page 153 and 154:
The year specified for proposed mai
Page 155 and 156:
It is important that pavements are
Page 157 and 158:
Pavement maintenance also involves
Page 159 and 160:
later than those receiving only sur
Page 161 and 162:
5. Backfill with the asphalt mixtur
Page 163:
Overlay Thickness ~ HMA overlays ma
Page 167 and 168:
CHAPTER TWELVE PAVEMENT REHABILITAT
Page 169 and 170:
and tear when operated on smooth pa
Page 171 and 172:
Salvaged materials, whether previou
Page 173 and 174:
HOT IN-PLACE REPAVING This process
Page 175:
$ Seat cracked pieces. $ Remove and
Page 179 and 180:
CHAPTER THIRTEEN PAVEMENT MANAGEMEN
Page 181 and 182:
5. Implementation and Record Keepin
Page 183 and 184:
protected against normal deteriorat
Page 185 and 186:
The absolute value assigned by the
Page 187 and 188:
Table 13-3 Maintenance Alternatives
Page 189 and 190:
pavement areas. More sealant is not
Page 191 and 192:
3. Durability. Well-designed, well-
Page 193:
CHAPTER FOURTEEN TROUBLESHOOTING AN
Page 196 and 197:
DURING PAVING At the start of pavin
Page 198 and 199:
well as pavement failures in genera
Page 200 and 201:
1.Physical Data (Information alread
Page 202 and 203:
$ Samples of the base and subgrade
Page 205 and 206:
APPENDIX A ASPHALT BINDER GRADE SEL
Page 207 and 208:
Pavement Temperature Selection Cont
Page 209 and 210:
References: Additional, more detail
Page 211 and 212:
Table A-10 Traffic Flow Grade Bumpi
Page 213:
APPENDIX B MGPEC Form #9
Page 217:
Appendix C Web Site Address Organiz
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