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| ID | ESCSI | Title | Author | Publication Name | Type of Publication | Publisher | Dated | Issue/ Volume | Other ID | Page(s) | Reference List | Abstract |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 101 | 3220.060 | Report on 8-in. Hollow Haydite Concrete Building Units | Finnegan, J.B. | Retardant No. 2309, Application No. 30C1233 | Paper | Underwriters' Laboratories, Inc. and The Haydite Manufacturers Association | 1930 | September 4 | 1-8 + fig, app. | N | More | |
| 102 | 3220.061 | Fire Test of a Non-Bearing Wall Built From Masonry Units (68.8 Per Cent Solid) of Rotary Kiln Expanded Shale Aggregate | Blanchard, J.A.C. and T.Z. Harmathy | Fire Study No. 10 of the Division of Building Research | Book | (Canadian) National Research Council, Division of Building Research | 1963 | October | 1-9 + figs 1-10 | Y | More | |
| 103 | 3220.062 | Fire Test of a Non-Bearing Wall Built From Solid Masonry Units of Rotary Kiln Expanded Shale Aggregate | Blanchard, J.A.C. and T.Z. Harmathy | Fire Study No. 11 of the Division of Building Research | Book | (Canadian) Nat. Research Council of Div. of Bldg. Research | 1964 | January | 1-10 + fig. 1-9 | Y | More | |
| 104 | 3220.063 | Fire Test of a Load-Bearing Wall Built From Masonry Units (89.1 percent solid) of Rotary Kiln Expanded Shale Aggregate | Blanchard, J.A.C. and T.Z. Harmathy | Fire Study No. 12 of the Div. of Bldg. Research | Book | National Research Council, Division of Building Research | 1964 | January | 1-10 + fig 1-11 | Y | More | |
| 105 | 3220.064 | Fire Endurance of Selected Non-Load Bearing Concrete Masonry Walls | Allen, L.W. | Fire Study No. 25, and Title Above | Paper | National Research Council of Canada, Division of Building Research | 1970 | March | 1-26 + tab, fig | Y | More | |
| 106 | 3220.065 | Effect of Sand Replacement on the Fire Endurance of Lightweight Aggregate Masonry Units | Allen, L.W. | Fire Study No. 26 and Above Title | Paper | National Research Council of Canada, Division of Building Research | 1971 | September | 1-11 + tab, fig | Y | More | |
| 107 | 3220.066 | Report on 8-in. Bearing Walls of Concrete Masonry Units Made with Oyster Shell Aggregate | Wilmelmy, T.T. | Retardant 3442-1, Application No. 59C2983 | Paper | Underwriters' Laboratories, Inc. and Radcliff Gravel Company | 1959 | October 16 | 1-11 | N | More | |
| 108 | 3220.067 | Report on 8-in. Bearing Walls of Concrete Masonry Unit Made with Volcanic Slag (Pumice) Aggregate | Steiner, A.J. | Retardant 2965, Application No. 47C3406 | Paper | Underwriters' Laboratories, Inc. and Clark Concrete Construction Corporation | 1948 | February 24 | 1-14 | N | More | |
| 109 | 3220.068 | Fire Tests of Idealite Concrete Block Walls | Brown, Elwood H. and Norman E. Haavik | Fire Tests of Idealite Concrete Block Walls | Paper | Great Western Aggregates, Inc. | 1958 | July | 1-8 | N | More | |
| 110 | 3220.069 | Report on 8-in. Bearing Walls Constructed of “1 3/8-in. Face Shell” Concrete Masonry Unit Made With Volcanic Slag (Pumice) Aggregate | Not Given | Retardant 2861, Application No. 45C1580 | Underwriters' Laboratories, Inc. and Cinder Products Company | 1946 | May 15 | Follow-Up Dated 6-19-46 | 1-15 | More | ||
| 111 | 3220.070 | Reports on Fire Resistance of Concrete Masonry Units Made With Various Expanded Aggregates | Fandel, J.A. | Reports | Collection | Underwriters' Laboratories, Inc. | 1952 | 1965, 1970, 1982 | N | More | ||
| 112 | 3220.071 | Report on 8-in. Concrete Masonry Units Made From Pumice Aggregate for Use in Unreinforced Load Bearing Walls | Howell, K. W. | Report on 8-in Concrete Masonry Units plus: File R7192-1, Project 72 NK 9707 | Paper | Underwriters' Laboratories, Inc. | 1973 | October 5 | 1-4, T1-1,C1-C3 | N | More | |
| 113 | 3220.072 | Report on 9-in. Bearing Cavity Wall of Concrete Masonry Units (Blocks) With Clay Brick Facing | Parks, R. L. | UL, Inc. Retardant 3607, Application No. 53 C 891. | Paper | Underwriters' Laboratories, Inc. | 1954 | November 4 | 1-15 + figures | N | More | |
| 114 | 3220.073 | Report on 8-in. Concrete Masonry Units Made From Fly Ash Aggregates and a Blend of Fly Ash and Sand Aggregates for Use in Unreinforced Load Bearing Walls | Howell, W. W. | File R6241-1-2-3, Assignment 69CH7960 | Paper | Underwriters' Laboratories, Inc. | 1970 | September 9 | 1-5,T1-1,C1-C6 | N | More | |
| 115 | 3220.074 | Report of a Special Fire Endurance and Hose Stream Test on a Load Bearing Wall Assembly for Masonry Research | Bletzacker, Richard W. | Report No. T-4592 | Paper | Engineering Experiment Station, The Ohio State University | 1968 | December | 1-22 | N | More | |
| 116 | 3220.075 | Calibrated Hot Box Test Results Data Manual, Volumes I and II | Van Green, M. G.; S. C. Larson | Calibrated Hot Box Test Results Manual | Paper | Construction Technology Laboratories, Division of PCA | 1984 | 1984, 1985 | I-336; II-164 | Y | More | |
| 117 | 3220.076 | Fire-Resistance Classifications of Building Constructions | Dunham, John W., Chairman of Central Housing Comm. on Research, Design, and Construction | Bulding Materials and Structures, Report BMS92 | Book | U.S. Department of Commerce, National Bureau of Standards | 1942 | October 7 | 1-70 | N | More | |
| 118 | 3250.001 | A Structural Evaluation of the Insulated Masonry Block Wall System | Levanen, Harri R. | A Thesis to Department of Civil Engineering, Brigham Young University | Paper | Brigham Young University | 1987 | December | 1-139 | N | More | |
| 119 | 3260.001 | Flexural Strength of Plain and Reinforced Concrete Masonry Walls (Two article in one binder) | Dikkers, Robert and Edwin L. Saxer | Flexural Strength of Plain and Reinforced Concrete Masonry Walls | Paper | National Concrete Masonry Association | 1957 | February 27 | 1-18 | N | More | |
| 120 | 3260.002 | NCMA Tests on Flexural Strength of Concrete Masonry Walls | O'Conner, John P. | Paper | NCMA | 1967 | 1-14+photos,tab | N | More | |||
| 121 | 3262.001 | Mix Design of Lightweight High-Performance Masonry Block | Amiri, Babrak; Gary L. Krause, Maher K. Tadros; Geary Combs | Proceedings, The Sixth North American Masonry Conference | Paper | National Concrete Masonry Association | 1993 | June 6-9 | 1037-1051 | Y | More | |
| 122 | 3262.002 | High Performance Concrete Masonry | ESCSI Information Sheet 3650.3 for Mason Contractors | Paper | ESCSI | 1996 | January | 1-8 | Y | More | ||
| 123 | 3300.001 | Influence of Aggregate Microstructure on the Volume Stability of Lightweight Concrete Masonry | Bremner, T. W. and David Rae | Masonry: Design and Construction, Problems and Repair, ASTM STP 1180 | Book | American Society for Testing and Materials | 1993 | 11 | Y | More | ||
| 124 | 3300.002 | Investigation of the Moisture-Volume Stability of Concrete Masonry Units | Shideler, Joseph J. | Development Department - Bulletin D3 | Paper | Portland Cement Association | 1955 | March | 1-54 | Y | More | |
| 125 | 3304.001 | Comparison of Methods of Measuring Drying Shrinkage of Concrete Masonry Units | Not Given | Misc. Paper No. 6-328 | Paper | U.S. Corps of Engineers | 1959 | March | 1-14 + tab.,fig | N | More | |
| 126 | 3304.002 | Shrinkage of Concrete Masonry Units with Current Manufacturing Procedures | Pfeiffenberger, Lucas | Besser Block | 1994 | Summer, No. 3, Vol. 9 | 4,5 | Y | More | |||
| 127 | 3304.003 | Influence of Mortar and Block Properties on Shrinkage Cracking of Masonry Walls | Hedstrom, R.O. et al. | Journal | Article | Portland Cement Association | 1968 | 34-51 | Y | More | ||
| 128 | 3304.004 | A Cooperative Laboratory Study of the Effect of Testing Environment and Specimen Type on Shrinkage of Masonry Unit Concrete | Valore, Rudolph C., Jr. and William H. Kuenning | A Report ofACI Committees 716 and 213, Journal of the Am. Concrete Institute | Paper | American Concrete Institute | 1962 | October | 1391-1433 | Y | More | |
| 129 | 3304.005 | Relation of Shrinkage to Moisture Content in Concrete Block | Kalousek, George L., et al. | Journal | Article | American Concrete Institute | 1953 | 225-240 | Y | More | ||
| 130 | 3304.006 | Physical Properties of High-Pressure Steam Cured Concrete Block | ACI Committee 716 | Journal | Article | ACI | 1953 | Volume 24 | 745 | N | More | |
| 131 | 3304.007 | Drying Shrinkage of Concrete Masonry Units Determined by Different Methods | Bryson, J.O. andD. Watstein | NBS Report 6499, NBS Project 1001-12-10111 | Paper | U.S. Dept. of Commerce, Natl Bureau of Standards | 1959 | August | 1-11+tab. & fig | Y | More | |
| 132 | 3304.008 | Shrinkage Measurements of Concrete Block Masonry (Final Report) | Allan, W.D.M. | Journal of the American Concrete Institute | Paper | American Concrete Institute | 1931 | November, No. 3, Vol. 3 | 177-185 | More | ||
| 133 | 3304.009 | Concrete Masonry Shrinkage Test Survey | ESCSI | Collection | ESCSI | 1955 | August | N | More | |||
| 134 | 3304.010 | Concrete Masonry Shrinkage | Not Given | Concrete Masonry Shrinkage | Paper | National Concrete Masonry Assocation | 1957 | After | 23 | Y | More | |
| 135 | 3304.011 | Correlation of Shrinkage and Coring in Concrete Masonry Units | Easterly, Harry W., Jr. | Journal of American Concrete Institute | Article | American Concrete Institute | 1952 | January, Vol. 23, No. 5 | 393-402 | N | More | |
| 136 | 3304.012 | Effect of Curing on the Properties Affecting Shrinkage Cracking of Concrete Block | Saemann, J.C.; C. Warren; G.W. Washa | Journal of the American Concrete Institute | Article | American Concrete Institute | 1955 | May, Vol. 26, No. 9 | 833-852 | N | More | |
| 137 | 3304.013 | Shrinkage Characteristics of Concrete Masonry Walls | Housing Research Paper 34 | Paper | Housing and Home Finance Agency | 1954 | 1-60 | N | More | |||
| 138 | 3304.014 | Effect of Test Method on Measured Shrinkage of Concrete Block | Saxer, E. L. and H. T. Toennies | Effect of Test Method on Measured Shrinkage of Concrete Block | Paper | National Concrete Masonry Association | 1956 | After 1956 | 1-15 + fig, app | Y | More | |
| 139 | 3304.015 | Concrete Masonry Shrinkage Cracking | Toennies, Henry | Concrete Masonry Shrinkage Cracking | Paper | National Concrete Masonry Association | 1961 | 1-31 + fig, tab | Y | More | ||
| 140 | 3304.016 | NCMA Survey – Shrinkage Properties of CMV | Not Given | NCMA Survey - Shrinkage Properties of CMV | Article | National Concrete Masonry Association | 1980 | Approximately 1980 | 1-4 | N | More | |
| 141 | 3308.001 | The Contemporary Bearing Wall | Gross, James G. | Book Four Wall Types and Details | Book | Structural Clay Products Institute | 1965 | 1-45 | N | More | ||
| 142 | 3326.001 | Limit States Design Provisions | Hogan, Mark | Construction Specifier | Article | Construction Specifications Institute | 1991 | April | 1-7 | Y | More | |
| 143 | 3326.002 | The U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test | Seible, F., et al. | Test Report to the National Science Foundation | Paper | Dept ofApplied Mechanics & Eng. Sciences, U of Calif, San Diego | 1992 | Oct. | 1-42 + photos | Y | More | |
| 144 | 3326.003 | Earthquake Resistant Masonry Construction: National Workshop | Christ, Robert A. and Louis E. Cattaneo, Editors | Natl Bureau of Standards, Bldg Science Series 106 | Book | National Bureau ofStandards and Natl Science Foundation | 1977 | September | 1-361 | Y | More | |
| 145 | 3326.004 | Construction and Removal of the Five-Story Research Building | Hegemier, Gil; M.J. Nigel Priestley, Frieder Seible | The United States t-Story Full-Scale RCM Building Test | U.S. Coordinated Program for Masonry Building Research | 1960 | After 1960 | 1-8 | N | More | ||
| 146 | 3326.005 | Performance of Masonry Structures in the Northridge, California Earthquake of January 17, 1994 | Investigating Disasters Reconnaissance Team | Performance of Masonry Structures in the Northridge, California Earthquake of January 17, 1994 | Paper | The Masonry Society | 1994 | June | 1-100 | Y | More | |
| 147 | 3326.006 | Wind and Earthquake Forces on Brick Veneer With Steel Studs | Mayes, Ronald and Jefferson Asher | Report No. 5620.01 | Paper | Western States Clay Products Association, Computech Engineering Services, Inc | 1989 | September | 1-16 + Appendix | Y | More | |
| 148 | 3326.007 | Design Engineering Considerations for Masonry Construction in Seismic Zone 2, BOCA National Building Code – 1987 | Not Given | Design Engineering Considerations for Masonry Construction in Seismic Zone 2 | Article | Masonry Institute of Connecticut | 1987 | 1-11 | Y | More | ||
| 149 | 3326.008 | Cores – The Value of Concrete Masonry Units | Schumacher, Richard C. | Brick, Block & Trowel | Article | Masonry Institute, Inc. | 1995 | Summer | 6-8 | N | More | |
| 150 | 3340.001 | Moisture Content vs. Compressive Strength of Concrete Block | Not Given | Technical Bulletin | Article | National Concrete Masonry Association | 1964 | May 11 | 1-4 + tab., fig | Y | More | |
| 151 | 3340.002 | Permanent Moisture Expansion of Clay Products on Natural Exposure | Hosking, J.S. and H.V. Hueber | Nature [Reprint by DBR] | Article | Australian Division of Building Research | 1959 | Oct. 31, Volume 184 | 1373-1375 (1-5) | More | ||
| 152 | 3340.003 | Fallacies in the Current Per Cent of Total Absorption Method for Determining and Limiting the Moisture Content of Concrete Block | Menzel, Carl A. | Proceeding of ASTM | Paper | American Society for Testing and Materials | 1957 | October, Volume 57 | 1-15 | Y | More | |
| 153 | 3344.001 | Fallacies in the Current Per Cent of Total Absorption Method for Determining and Limiting the Moisture Content of Concrete Block | Menzel, Carl A. | Proceedings of ASTM | Paper | American Society for Testing Materials, reprinted by PCA | 1957 | October, Vol. 57 | 1-15 | Y | More | |
| 154 | 3350.001 | Corrosion Protection of the Reinforcement in Lightweight Concrete | Schulze, W. and J. Gunzler | Paper | International Congress on Lightweight Concrete | 1968 | May | 12 | Y | More | ||
| 155 | 3350.002 | Corrosion Consideration of Metallic Components in Curtain Wall Construction | Gleekman, Lewis W. | Corrosion Consideration of Metallic Components in Curtain Wall Construction | Article | Author | 1982 | Before June | 4 | N | More | |
| 156 | 3354.001 | Washed vs. Unwashed Galite Tests | Wilcox, Lane W. and O. C. Frei | Article | 1962 | January 24 | 1-4 + photos | N | More | |||
| 157 | 3354.002 | Efflorescence of Autoclave Block | Hawkins, Robert J. | Article | Anchor Concrete Products, Inc. | 1959 | After 1959 | 1-7 | Y | More | ||
| 158 | 3354.003 | Efflorescence | Not Given | Concrete Information | Article | Portland Cement Association | 1968 | 1, 2 | N | More | ||
| 159 | 3358.001 | Water Permeance of Masonry Walls: A Review of the Literature | Grimm, C.T. | Special Technical Publication 778 | Article | American Society for Testing and Materials | 1987 | 178-188 | Y | More | ||
| 160 | 3364.001 | C/M And Its Resistance to Freeze-Thaw Action | Copeland, R. E. | Concrete Products | Article | Maclean Hunter Publisher | 1966 | January | 80-84 | Y | More | |
| 161 | 3374.001 | Plant Drying and Carbonation of Concrete Block – NCMA – PCA Cooperative Program | Toennies, H.T. & J.J. Shideler | Bulletin D-64 | Article | Portland Cement Association | 1963 | May | Reprinted - ACI | 617-632 | Y | More |
| 162 | 3374.002 | Carbonation Shrinkage of Concrete Masonry Units | Shideler, J.J. | Bulletin - D69 | Article | Portland Cement Association | 1963 | 36-51 | Y | More | ||
| 163 | 3374.003 | NCMA-PCA Cooperative Tests of Plant Results of Flue Gas Carbonation and Drying | Toennies, H. and J.J. Shideler | Presentation at 40th Ann. NCMA Convention, Los Angeles | Paper | NCMA | 1960 | February | 1-6 + figures | N | More | |
| 164 | 3380.001 | General Considerations of Cracking in Concrete Masonry Walls and Means For Minimizing It | Menzel, Carl | PCA - Bulletin D-20 | Paper | PCA | 1958 | 1-15 | Y | More | ||
| 165 | 3380.002 | Report on Cracking in Concrete Block Masonry Construction at Naval Supply Depot, Mechanicsburg, PA. | McBurney, J.W. | National Bureau of Standards Report | Paper | U.S. Dept of Commerce, National Bureau of Standards | 1954 | May 21 | 1-9+tab.,append | N | More | |
| 166 | 3380.003 | Crazing, Cracking, Brittleness and Research Report on Early Strength of Concrete Block | Redmond, T.B. | Crazing, Cracking, Brittleness and Research Report on Early Strength of Concrete Block | Paper | NCMA | 1976 | July | I-III,1-26+ | Y | More | |
| 167 | 3380.004 | The [Portland Cement] Association’s Program to Minimize Cracking in Concrete Masonry Construction | Menzel, Carl A. | Proceedings, Annual Meeting of PCA | Paper | Portland Cement Association | 1949 | November 15 | 1-11 + figures | N | More | |
| 168 | 3384.002 | Laboratory Freeze-Thaw Resistance of Concrete Masonry | Shideler, J.J. and H.T. Toennies | Paper | Portland Cement Association Research and Development Division | 1967 | Nov. | 1-54 | Y | More | ||
| 169 | 3384.003 | Laboratory Freeze-Thaw Resistance of Concrete Masonry | Shideler, J.J. and H.T. Toennies | Laboratory Freeze-Thaw Resistance of Concrete Masonry | Paper | The National Concrete Masonry Association | 1968 | February | 1-54 | Y | More | |
| 170 | 3384.004 | Freezing and Thawing Test of Concrete Masonry Units With Cement and Cement-Fly Ash as Cementitious Materials | Redmond, Thomas B., Jr. | Freezing and Thawing Test of Concrete Masonry Units With Cement and Cement-Fly Ash | Paper | National Concrete Masonry Association | 1970 | 1-6 | N | More | ||
| 171 | 3410.001 | Influence of Aggregate Microstructure on the Volume Stability of Lightweight Concrete Masonry | Bremner, T.W. and David Rae | Masonry: Design and Construction, Problems and Repair; ASTM STP 1180 | Book | American Society for Testing and Materials | 1993 | 1-11 | Y | More | ||
| 172 | 3420.001 | Collection: Nuclear Blast of Lightweight Concrete Masonry Unit and Lightweight Aggregate Concrete | Various | Collection | 1955 | After 1955 | 14 Art., photos | N | More | |||
| 173 | 3420.002 | Report on FCDA (Federal Civil Defense Administration) “Operation Cue” | Rocklite Products Data Sheet O.Q. 31.1 | Article | Rocklite Products | 1955 | 1-7 | N | More | |||
| 174 | 3430.001 | General Specifications – Masonry Sound Barriers – Noise Control With Masonry Sound Barriers | Masonry Institute of Connecticut | The Block Bulletin | Article | Concrete Masonry Institute of Georgia | 1987 | Spring | 3, 4 | Y | More | |
| 175 | 3430.002 | Sound Transmission Report | Barton, S.G. | Paper | ESCSI | 1966 | 10/5/66 | 1-5 | N | More | ||
| 176 | 3430.003 | Sound Absorption Test Report | Straus, Peter E. and John W. Kopes | Laboratory Report | Paper | Riverbank Acoustical Laboratories of IIT Research Institute | 1992 | 27-28 July | 26 | N | More | |
| 177 | 3430.004 | Sound Absorbing Concrete Block | Koski, John A. | Masonry Construction | Article | 1992 | October | 384-386 | N | More | ||
| 178 | 3430.005 | Accoustical Properties of Concrete Masonry Units | Brewer, H.W. and ACI Comm. 331 | Special Bibliography No. 117 | Collection | Portland Cement Association | 1961 | August | 1-9 + 2 addit. | More | ||
| 179 | 3430.006 | Sound Control With Concrete Masonry Construction | Not Given | Sound Control With Concrete Masonry Construction | Article | Permanente Cement Company | 1960 | Not given--latest ref1960 | 1-8 | Y | More | |
| 180 | 3430.007 | Sound Transmission Loss of Concrete Masonry Walls | Technical Report No. 55-A | Article | NCMA | 1959 | July | 3 sheets | N | More | ||
| 181 | 3430.008 | Controlling Sound with C/M | Copeland, R.E. | Concrete Products | Article | Maclean Hunter Publishers | 1965 | July | 39-43 | Y | More | |
| 182 | 3430.009 | Sound Insulation of Wall and Floor Constructions | Staff of the Sound Section | Building Materials and Structures Report 144 | Book | U.S. Dept of Commerce, Natl Bureau of Standards | 1955 | February 25 | 1-65 | N | More | |
| 183 | 3430.010 | Sound Transmission Loss Test Nos. 664-29, 30, on six-inch Monowalls for Interon Research, Inc. | Huntley, Ralph, Director | Report | Paper | Cedar Knolls Acoustical Laboratories | 1966 | 6 May 1966, Rev Oct. 1967 | 2 @ 3 pgs each | N | More | |
| 184 | 3430.011 | Effect of Painting on Sound Transmission Loss of Lightweight Concrete Block Partitions | Sabine, Hale J. and the Riverbank Staff | NOISE Control | Article | 1960 | March-April | 6-10 | Y | More | ||
| 185 | 3430.012 | Sound Reduction Properties of Concrete Masonry | Ramer, Luther, G.; Ralph Huntley; Roy L. Richards | Sound Reduction Properties of Concrete Masonry | Book | NCMA | 1955 | Not Given | 1-24 | N | More | |
| 186 | 3430.013 | Sound Control with Concrete Masonry Construction | AIA File No. 10C | Article | Permanente Cement Company | 1963 | August | 1-8 | Y | More | ||
| 187 | 3430.014 | Report of Sound Transmission Loss and Air Flow Resistance Measurements on Concrete Block Walls for the National Concrete Masonry Association | Report | Paper | Riverbank Acoustical Laboratory, Armour Research Foundation | 1959 | March 1 | 1-18; 1-6 | N | More | ||
| 188 | 3430.015 | Collection: General Information on Sound | Collection | 1960 | 1960 and After | More | ||||||
| 189 | 3430.016 | Sound Absorption and Sound Insulation in Lightweight Concrete Block | News About Noise | Article | Earl S. Lewis & Co., Inc. | 1960 | 10-13 | More | ||||
| 190 | 3430.017 | Noise – How to Control It In Structures | Lenchuk, Paul | Article | Florida Concrete and Products Association, Inc. | 1964 | May 11 | 1-20 | Y | More | ||
| 191 | 3430.018 | A Guide to Selecting Concrete Masonry Walls for Noise Reduction | Not Given | A Guide to Selecting Concrete Masonry Walls for Noise Reduction | Article | National Concrete Masonry Association (NCMA) | 1970 | 1-15 + sketches | N | More | ||
| 192 | 3430.019 | Proudfoot Architectural Acoustics, Soundblox Sound Absorbing Structural Masonry Units | Not Given | Proudfoot Architectural Acoustics, Soundblox Sound Absorbing Structural Masonry Units | Collection | The Proudfoot Company, Inc. | 1989 | 1991 | N | More | ||
| 193 | 3430.020 | Acoustics of Concrete in Buildings (Two-Page Excerpt) | Randall, Frank A., Jr. | Proceedings of Meeting of Illinois Society of Architects | Paper | Illinois Society of Architects. Reprint by Portland Cement Association | 1974 | March 26 | 9, 13 | N | More | |
| 194 | 3430.021 | Noise Abatement with Lightweight Concrete Masonry | Not Given | The Masonry Exchange | Article | Alabama Masonry Institute | 1994 | Fall | 1-4 | N | More | |
| 195 | 3440.001 | Simple Method for Detecting Substances in Cinders Which May Cause Staining and Pop-Outs in Concrete Masonry | Not Given | Simple Method for Detecting Substances in Cinders Which May Cause Staining in Concrete Masonry | Paper | Portland Cement Association | 1945 | August | 1-11 + figures | N | More | |
| 196 | 3440.002 | Cleaning Masonry – A Review of the Literature | Grimm, Clayford T. | Cleaning Masonry - A Review of the Literature | Paper | Construction Research Center, The University of Texas at Arlington | 1988 | November | 1-64 | Y | More | |
| 197 | 3510.001 | NYTR Alite – Lightweight Aggregate Concrete Masonry Units | Concrete Masonry Manual | Book | NYTRALITE Aggregate, Kingston NY | 1950 | After 1950 | 1-24 | N | More | ||
| 198 | 3510.002 | Concrete Masonry Manual | ESCSI | ESCSI Concrete Masonry Manual | Book | ESCSI | 1973 | 1-31 & backup | N | More | ||
| 199 | 3510.003 | Design and Construction of Reinforced Concrete Masonry Columns and Pilasters | Not Given | Reinforced Concrete Masonry Columns and Pilasters | Book | National Concrete Masonry Association | 1960 | 1-150 + supp. | Y | More | ||
| 200 | 3510.004 | Thermal Mass Handbook, Concrete and Masonry Design Provisions Using ASHRAE/IES 90.1-1989 | Eley Associates | Thermal Mass Handbook, Concrete and Masonry Design Provisions Using ASHRAE/IES 90.1-1989 | Book | National Codes and Standards Council of the Concrete and Masonry Industries | 1994 | August | 1-1 thru 7-10 | N | More |