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

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7000 AVERAGE CHARGE PASSED, Coulombs 6000 5000 4000 3000 2000 1000 2 Month 3 Month 12 Month 0 0 18 36 45 55 74 FA/(C+FA), % Charge Passed (Coulombs) >4000 High, 2000-4000 Moderate, 1000-2000 Low, 100-1000 Very Low,
Table 4-23: Chloride Permeability Test Results Mixture No. * Fly Ash** (%) Average Charge Passed *** (Coulombs) 2-month 3-month 1-year C-1 (S) 0 -- 2,128 1,170 C-2(S) 0 -- 1,729 1,085 C-3(P) 0 2,792 2,488 1,340 P4-1(S) 18 2,782 1,907 985 P4-6(P) 18 2,084 1,873 590 P4-2(P) 36 2,077 1,576 605 P4-3(P) 45 2,026 1,638 650 P4-4(S) 55 2,041 1,620 650 P4-7(P) 55 2,200 2,075 430 P4-5(S) 74 2,561 2,750 405 P4-8(P) 74 6,370 2,482 230 Charge Passed (Coulombs) b Chloride Permeability b >4000 High 2000 - 4000 Moderate 1000 - 2000 Low 100 - 1000 Very low
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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
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
Page 81 and 82: Abrasion resistance tests were perf
Page 83 and 84: Table 4-16: Compressive Strength Te
Page 85 and 86: 4 DEPTH OF WEAR, mm @ 60 Minutes 3.
Page 87 and 88: Table 4-19: Mixture Proportions Usi
Page 89 and 90: 12000 COMPRESSIVE STRENGTH, PSI 100
Page 91 and 92: Table 4-21: Air Permeability Test R
Page 93: Table 4-22: Water Permeability Test
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
Page 109 and 110: 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
Page 117 and 118: 3.00 M 101.5 MM WRAPPED UNDERDRAIN
Page 119 and 120: mixture and concrete mixture. Also,
Page 121 and 122: Testing Program The testing program
Page 123 and 124: Test Results Table 4-46 shows the c
Page 125 and 126: Fly Ash Concrete for Precast/Prestr
Page 127 and 128: 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
Page 133 and 134: fly ash by weight of total cementit
Page 135 and 136: 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
Page 141 and 142: 1800 COMPRESSIVE STRENGTH, psi 1600
Page 143 and 144: 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
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Chapter 6 Commercial Applications
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The report also evaluated frost sus
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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
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Table 6-4: Total Elemental Analysis
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We Energies Bottom Ash as a Soil In
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The coal combustion materials landf
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The only other compounds detected t
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affect combustion. The resulting fl
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Table 6-7: Dry-Cast Concrete Block
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Table 6-10 Compressive Strength of
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Chapter 7 Fly Ash Stabilized Cold
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Using the back-calculated SN values
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Falling Weight Deflectometer tests
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unconfined compressive strength of
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Chapter 8 Fly Ash Metal Matrix Com
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The green density of the aluminum f
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Table 8-1: Alloy Samples Tested in
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Cenospheres Cenospheres are hollow,
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Chapter 9 Environmental Considerat
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judgment is required for new applic
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Table 9-2: NR 538 Fly Ash Analysis
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Table 9-3: NR 538 Fly Ash Analysis
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Table 9-4: NR 538 Bottom Ash Analys
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Table 9-5: NR 538 Bottom Ash Analys
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Table 9-7: ASTM D3987 Extraction An
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Table 9-8: Typical Heavy Metals Fou
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The voluntary C 2 P 2 Challenge Pro
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General Usage - NR 538 Applicabilit
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* Use Property Owner Notification -
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Mercury Removal-Ash Beneficiation (
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the air slide inlet was set at 538
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equired removal temperatures of 813
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Chapter 10 Minergy LWA - Structura
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Chapter 11 Sample Specifications
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Part 2 - Products 2.01 Concrete Mat
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3.02 Embedded Items A. All sleeves,
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C. Provide adequate number of units
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B. Reinforce or replace deficient w
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show the strength of masonry strong
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3.02 Bottom Ash Placing and Compact
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3. The CLSM shall meet the followin
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3.02 CLSM Depositing A. CLSM shall
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11.5 Sample Specification for We En
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D. Basis of Payment This item, meas
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If the reprocessed asphaltic base-f
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Chapter 12 References 1. American
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33. University of Wisconsin-Milwauk
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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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