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

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Table 9-5: NR 538 Bottom Ash Analysis - ASTM D3987 Leachate Test Result Summary Parameter Units NR538 Category 1 Standard NR538 Category 2&3 Standard R538 Category 4 Standard Extraction Blank AC33823 MCPP Mixed Ash AC33823 PWPP Bottom Ash AC33534 VAPP Bottom Ash AC33535 PIPP 1-6 Bottom Ash AC33536 PIPP 1-6 B/A Dupl. AC33837 PIPP 7-9 Bottom Ash AC33537 Dissolved Aluminum mg/l 1.5 15 0.029 0.07 0.68 1.2 0.54 0.67 9 Dissolved Antimony mg/l 0.0012 0.012
Table 9-5: NR 538 Bottom Ash Analysis - ASTM D3987 Leachate Test Result Summary (Continued) Parameter Units NR538 Category 1 Standard NR538 Category 2&3 Standard R538 Category 4 Standard Extraction Blank AC33823 OCPP Bottom Ash AC33538 PPPP Bottom Ash AC33539 OCPP Grounds BA/Asphalt AC29510 OCPP Grounds BA/Asphalt Increased 1/3 CemRock w/P4 Flyash AC33542 Dissolved Aluminum mg/l 1.5 15 0.029 17 12 0.44 0.5852 27 Dissolved Antimony mg/l 0.0012 0.012
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Ramme - Tharaniyil Second Edition A
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This book is dedicated to all the i
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Contents Chapter 5 Controlled Low-S
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Contents Appendix A Product Data Sh
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Chapter 1 Background and History o
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The United States is the world's se
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are currently installed on about 25
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problems. In the late 1920’s, cin
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Chapter 2 CCPs and Electric Power
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for loading dry bulk semi tankers o
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Figure 2-2: Basic Diagram of an IGC
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Properties of Fly Ash Fly ash is a
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for air entraining admixtures, maki
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Fly ash is an artificial pozzolan.
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Table 2-6: Geotechnical Properties
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Table 2-9 shows the chemical compos
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Table 2-12: Typical Chemical Compos
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The following coal fired power plan
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All bottom ash is removed as necess
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ottom ash is removed by a hydraulic
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Chapter 3 Properties of We Energie
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that distribute and test fly ash to
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Physical, Chemical and Mechanical P
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However, some engineering propertie
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----------------------------U.S. ST
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Results of Testing to AASHTO Standa
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Table 3-8: Summary of We Energies B
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Chapter 4 Concrete and Concrete Ma
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alumina in the pozzolan may also re
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Dunstan summarized his work in term
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The level of shrinkage strains depe
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strength tests were performed at va
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Discussion of Test Results - 4,000
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Other important observations from t
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Figure 4-3: Compressive Strength vs
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300 290 AMOUNT OF WATER, lbs 280 27
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Table 4-8: PPPP ASTM C618 Class C F
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The final setting time for 5000 psi
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Table 4-12: Length Change* NON-AIR-
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Table 4-14: Freeze-Thaw Tests* (Air
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Abrasion resistance tests were perf
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Table 4-16: Compressive Strength Te
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4 DEPTH OF WEAR, mm @ 60 Minutes 3.
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Table 4-19: Mixture Proportions Usi
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12000 COMPRESSIVE STRENGTH, PSI 100
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Table 4-21: Air Permeability Test R
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Table 4-22: Water Permeability Test
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Table 4-23: Chloride Permeability T
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Tax Incremental Financing (TIF) was
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Figure 4-20 : Maple Avenue roadway
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Figure 4-22: Finishing touch to We
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Table 4-26: Concrete Mixture and Si
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6. The high-volume Class C fly ash
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Table 4-31: Average Tensile Strengt
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Table 4-35: Changes in Ultrasonic P
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Table 4-38: Results of De-Icing Sal
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Table 4-40: Abrasion Resistance of
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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
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Figure 4-27: Electrical Resistance
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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
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Chapter 5 Controlled Low-Strength
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Table 5-1: Mixture Proportions and
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1800 COMPRESSIVE STRENGTH, psi 1600
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Table 5-3: Chemical and Fineness Te
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1800 COMPRESSIVE STRENGTH, psi 1600
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and corresponding compressive stren
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conductivity tests were conducted u
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It can be concluded from this resea
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Table 5-13: Compressive Strength of
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(4) Compatible with copper, aluminu
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Mechanical Properties The compressi
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Figure 5-10: Electrical permeabilit
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Pilot Projects Using We Energies CL
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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
Page 173 and 174: Figure 6-3: Bottom ash base course
Page 175 and 176: Table 6-2: Permeability and Drainag
Page 177 and 178: 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: Table 9-4: 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
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Appendix A Product Data Sheets Min
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Personal Protective Equipment Speci
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FirstAid Eyes Inhalation Ingestion
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Appendix B Radioactivity in Coal a
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annual number of curies of each of
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is divided among cosmic (30 mrem),
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constructed with fly ash building m
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Appendix C Field Guide for Recycli
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‣ Blend the fly ash and prepared
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Index AASHTO See American Associati
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Index Backfill material, 6, 43, 138
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Index Disposal costs, 5 See also La
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Index Pavement, 26, 109, 187; botto
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Index Size, boiler slag, 22; bottom
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About the Authors Bruce W. Ramme B
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