We Energies Coal Combustion Products ... - The White House

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Contents Chapter 1 Background and History of We Energies Coal 1 Combustion Products (CCPs) Chapter 2 CCPs and Electric Power Generation 9 Electric Power Generation 9 CCP Generation 10 Properties of Fly Ash 15 Properties of Bottom Ash 19 Properties of Boiler Slag 22 Properties of Synthetic Gypsum 24 Current We Energies CCP Sources 26 Chapter 3 Properties of We Energies Coal Combustion 33 Products Physical, Chemical and Mechanical Properties of Fly Ash Physical, Chemical and Mechanical Properties of Bottom Ash Moisture-Density Relationship (ASTM D1557) Engineering Properties of We Energies Bottom Ash Results of Testing to AASHTO Standards Chapter 4 Concrete and Concrete Masonry Products Containing 47 We Energies Fly Ash Introduction 47 Background on Hydration Reaction, Cementitious, and Pozzolanic Activity 48 Concrete Containing We Energies Fly Ash 49 Compressive Strength of Concrete Containing We Energies ASTM C618, 54 Class C Fly Ash (Phase I Study) Time of Set, Modulus of Elasticity, Drying Shrinkage and Poisson’s Ratio 64 For We Energies ASTM C618 Class C Fly Ash Concrete (Phase II Study) Abrasion Resistance of Concrete Containing We Energies ASTM C618, 72 Class C Fly Ash Chloride Ion Permeability of High Strength We Energies Fly Ash Concrete 77 Containing Low Cement Factor High-Volume Fly Ash Concrete Pilot Projects 88 Pavement Construction with High Volume We Energies Class C and 91 Class F Fly Ash Concrete Long Term Performance of High Volume Fly Ash Concrete Pavement 105 Roller Compacted No-Fines Concrete Containing We Energies Fly Ash for 108 Road Base Course Bricks, Blocks, and Paving Stones Produced with We Energies Fly Ash 112 Fly Ash Concrete for Precast/Prestressed Products 117 Conductive Concrete Containing We Energies High Carbon Fly Ash 118 (US Patent 6,461,424 B1) (35) Conductive Concrete Containing We Energies High Carbon Fly Ash 123 and Carbon Fibers (US Patent 6,821,336) 34 37 38 38 43 iii We Energies Coal Combustion Products Utilization Handbook
Contents Chapter 5 Controlled Low-Strength Material (CLSM) Containing 129 We Energies Fly Ash Introduction 129 We Energies CLSM Developments 130 CLSM Produced with We Energies High-Lime 130 (ASTM C618 Class C) Fly Ash CLSM Containing We Energies Valley Power Plant Off-Spec 134 (ASTM C618 Class F) Fly Ash CLSM Made with We Energies Port Washington Power Plant Off-Spec 138 (ASTM C618 Class F) Fly Ash Electric Resistivity, Thermal Conductivity and Plastics Compatibility 140 Properties of CLSM Produced with We Energies Fly Ash Conductive CLSM Containing We Energies High Carbon Fly Ash 143 (US Patent 6,461,424,B1) (35) Conductive CLSM Containing We Energies High Carbon Fly Ash and 146 Carbon Fibers (US Patent 6,821,336) Commonly Used CLSM Mixtures 151 Pilot Projects Using We Energies CLSM 153 WisDOT Low Permeability CLSM with We Energies Fly Ash (41) 155 Precautions to be Taken When Using CLSM Flowable Fly Ash Slurry 155 Advantages of Using CLSM Fly Ash Slurry 156 Chapter 6 Commercial Applications of We Energies 159 Bottom Ash Introduction 159 Road Base and Sub-Base 159 Field Study 163 Bottom Ash as Base Course Aggregate for Flexible Pavement Sections 164 We Energies Bottom Ash Backfill 165 Bottom Ash as an Anti-Skid Material 168 Bottom Ash as an Aggregate in Asphaltic Concrete 169 Bottom Ash as a Bike Trail Base and Surface Material 169 We Energies Bottom Ash as a Manufactured Soil Ingredient 169 We Energies Bottom Ash as a Soil Ingredient for Green Roofs 173 We Energies Recovered Ash and Reburing 174 We Energies Bottom Ash as Fine Aggregate in Concrete Masonry Products 179 Chapter 7 Fly Ash Stabilized Cold In-Place Recycled Asphalt 185 Pavements, Stabilized Soils, and Stabilized Coal Ash Introduction 185 Case Study I: Highland Avenue, Mequon 185 Case Study II: CTH JK, Waukesha 189 Case Study III: Commercial Office Building Parking Lot 191 We Energies iv Coal Combustion Products Utilization Handbook
Page 1 and 2: Ramme - Tharaniyil Second Edition A
Page 3: This book is dedicated to all the i
Page 7 and 8: Contents Appendix A Product Data Sh
Page 9 and 10: Chapter 1 Background and History o
Page 11 and 12: The United States is the world's se
Page 13 and 14: are currently installed on about 25
Page 15 and 16: problems. In the late 1920’s, cin
Page 17 and 18: Chapter 2 CCPs and Electric Power
Page 19 and 20: for loading dry bulk semi tankers o
Page 21 and 22: Figure 2-2: Basic Diagram of an IGC
Page 23 and 24: Properties of Fly Ash Fly ash is a
Page 25 and 26: for air entraining admixtures, maki
Page 27 and 28: Fly ash is an artificial pozzolan.
Page 29 and 30: Table 2-6: Geotechnical Properties
Page 31 and 32: Table 2-9 shows the chemical compos
Page 33 and 34: Table 2-12: Typical Chemical Compos
Page 35 and 36: The following coal fired power plan
Page 37 and 38: All bottom ash is removed as necess
Page 39 and 40: ottom ash is removed by a hydraulic
Page 41 and 42: Chapter 3 Properties of We Energie
Page 43 and 44: that distribute and test fly ash to
Page 45 and 46: Physical, Chemical and Mechanical P
Page 47 and 48: However, some engineering propertie
Page 49 and 50: ----------------------------U.S. ST
Page 51 and 52: Results of Testing to AASHTO Standa
Page 53 and 54: Table 3-8: Summary of We Energies B
Page 55 and 56:
Chapter 4 Concrete and Concrete Ma
Page 57 and 58:
alumina in the pozzolan may also re
Page 59 and 60:
Dunstan summarized his work in term
Page 61 and 62:
The level of shrinkage strains depe
Page 63 and 64:
strength tests were performed at va
Page 65 and 66:
Discussion of Test Results - 4,000
Page 67 and 68:
Other important observations from t
Page 69 and 70:
Figure 4-3: Compressive Strength vs
Page 71 and 72:
300 290 AMOUNT OF WATER, lbs 280 27
Page 73 and 74:
Table 4-8: PPPP ASTM C618 Class C F
Page 75 and 76:
The final setting time for 5000 psi
Page 77 and 78:
Table 4-12: Length Change* NON-AIR-
Page 79 and 80:
Table 4-14: Freeze-Thaw Tests* (Air
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Abrasion resistance tests were perf
Page 83 and 84:
Table 4-16: Compressive Strength Te
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4 DEPTH OF WEAR, mm @ 60 Minutes 3.
Page 87 and 88:
Table 4-19: Mixture Proportions Usi
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12000 COMPRESSIVE STRENGTH, PSI 100
Page 91 and 92:
Table 4-21: Air Permeability Test R
Page 93 and 94:
Table 4-22: Water Permeability Test
Page 95 and 96:
Table 4-23: Chloride Permeability T
Page 97 and 98:
Tax Incremental Financing (TIF) was
Page 99 and 100:
Figure 4-20 : Maple Avenue roadway
Page 101 and 102:
Figure 4-22: Finishing touch to We
Page 103 and 104:
Table 4-26: Concrete Mixture and Si
Page 105 and 106:
6. The high-volume Class C fly ash
Page 107 and 108:
Table 4-31: Average Tensile Strengt
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Table 4-35: Changes in Ultrasonic P
Page 111 and 112:
Table 4-38: Results of De-Icing Sal
Page 113 and 114:
Table 4-40: Abrasion Resistance of
Page 115 and 116:
Summary Based on the data recorded
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3.00 M 101.5 MM WRAPPED UNDERDRAIN
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mixture and concrete mixture. Also,
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Testing Program The testing program
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Test Results Table 4-46 shows the c
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Fly Ash Concrete for Precast/Prestr
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Table 4-49: Concrete Mixture Propor
Page 129 and 130:
Figure 4-27: Electrical Resistance
Page 131 and 132:
Table 4-51: Electrical Properties o
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fly ash by weight of total cementit
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Table 4-53: Compressive Strength of
Page 137 and 138:
Chapter 5 Controlled Low-Strength
Page 139 and 140:
Table 5-1: Mixture Proportions and
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1800 COMPRESSIVE STRENGTH, psi 1600
Page 143 and 144:
Table 5-3: Chemical and Fineness Te
Page 145 and 146:
1800 COMPRESSIVE STRENGTH, psi 1600
Page 147 and 148:
and corresponding compressive stren
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conductivity tests were conducted u
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It can be concluded from this resea
Page 153 and 154:
Table 5-13: Compressive Strength of
Page 155 and 156:
(4) Compatible with copper, aluminu
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Mechanical Properties The compressi
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Figure 5-10: Electrical permeabilit
Page 161 and 162:
Pilot Projects Using We Energies CL
Page 163 and 164:
WisDOT Low Permeability CLSM with W
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material for foundations, changing
Page 167 and 168:
Chapter 6 Commercial Applications
Page 169 and 170:
The report also evaluated frost sus
Page 171 and 172:
Field Study Following the initial s
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Figure 6-3: Bottom ash base course
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Table 6-2: Permeability and Drainag
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Bottom Ash as an Aggregate in Aspha
Page 179 and 180:
Table 6-4: Total Elemental Analysis
Page 181 and 182:
We Energies Bottom Ash as a Soil In
Page 183 and 184:
The coal combustion materials landf
Page 185 and 186:
The only other compounds detected t
Page 187 and 188:
affect combustion. The resulting fl
Page 189 and 190:
Table 6-7: Dry-Cast Concrete Block
Page 191 and 192:
Table 6-10 Compressive Strength of
Page 193 and 194:
Chapter 7 Fly Ash Stabilized Cold
Page 195 and 196:
Using the back-calculated SN values
Page 197 and 198:
Falling Weight Deflectometer tests
Page 199 and 200:
unconfined compressive strength of
Page 201 and 202:
Chapter 8 Fly Ash Metal Matrix Com
Page 203 and 204:
The green density of the aluminum f
Page 205 and 206:
Table 8-1: Alloy Samples Tested in
Page 207 and 208:
Cenospheres Cenospheres are hollow,
Page 209 and 210:
Chapter 9 Environmental Considerat
Page 211 and 212:
judgment is required for new applic
Page 213 and 214:
Table 9-2: NR 538 Fly Ash Analysis
Page 215 and 216:
Table 9-3: NR 538 Fly Ash Analysis
Page 217 and 218:
Table 9-4: NR 538 Bottom Ash Analys
Page 219 and 220:
Table 9-5: NR 538 Bottom Ash Analys
Page 221 and 222:
Table 9-7: ASTM D3987 Extraction An
Page 223 and 224:
Table 9-8: Typical Heavy Metals Fou
Page 225 and 226:
The voluntary C 2 P 2 Challenge Pro
Page 227 and 228:
General Usage - NR 538 Applicabilit
Page 229 and 230:
* Use Property Owner Notification -
Page 231 and 232:
Mercury Removal-Ash Beneficiation (
Page 233 and 234:
the air slide inlet was set at 538
Page 235 and 236:
equired removal temperatures of 813
Page 237 and 238:
Chapter 10 Minergy LWA - Structura
Page 239 and 240:
Chapter 11 Sample Specifications
Page 241 and 242:
Part 2 - Products 2.01 Concrete Mat
Page 243 and 244:
3.02 Embedded Items A. All sleeves,
Page 245 and 246:
C. Provide adequate number of units
Page 247 and 248:
B. Reinforce or replace deficient w
Page 249 and 250:
show the strength of masonry strong
Page 251 and 252:
3.02 Bottom Ash Placing and Compact
Page 253 and 254:
3. The CLSM shall meet the followin
Page 255 and 256:
3.02 CLSM Depositing A. CLSM shall
Page 257 and 258:
11.5 Sample Specification for We En
Page 259 and 260:
D. Basis of Payment This item, meas
Page 261 and 262:
If the reprocessed asphaltic base-f
Page 263 and 264:
Chapter 12 References 1. American
Page 265 and 266:
33. University of Wisconsin-Milwauk
Page 267 and 268:
69. Naik, T.R., Kraus, R.N., and Si
Page 269 and 270:
Appendix A Product Data Sheets Min
Page 271 and 272:
Personal Protective Equipment Speci
Page 273 and 274:
FirstAid Eyes Inhalation Ingestion
Page 275 and 276:
Appendix B Radioactivity in Coal a
Page 277 and 278:
annual number of curies of each of
Page 279 and 280:
is divided among cosmic (30 mrem),
Page 281 and 282:
constructed with fly ash building m
Page 283 and 284:
Appendix C Field Guide for Recycli
Page 285 and 286:
‣ Blend the fly ash and prepared
Page 287 and 288:
Index AASHTO See American Associati
Page 289 and 290:
Index Backfill material, 6, 43, 138
Page 291 and 292:
Index Disposal costs, 5 See also La
Page 293 and 294:
Index Pavement, 26, 109, 187; botto
Page 295 and 296:
Index Size, boiler slag, 22; bottom
Page 297:
About the Authors Bruce W. Ramme B
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