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Books Books 1 - 10 of 13 on Parts Standard Sand. 1 days, 1 day in moist air, 6 days in water... 25- 75 28 days,....
" Parts Standard Sand. 1 days, 1 day in moist air, 6 days in water... 25- 75 28 days, 1 day in moist air, 27 days in water... 75-150 Constancy of "
Experimental Engineering - Page 236
by Urban Tigner Holmes - 1911 - 311 pages
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Review of American Chemical Research, Volume 11

Chemistry - 1905
...28 days (1 day in moist air, 27 days in water) 200-300 One part cement, three parts standard sand. 7 days (1 day in moist air, 6 days in water) 25- 75...in moist air, 27 days in water) 75-150 CONSTANCY OF VOLUME. (16) Pats of neat cement about 3 inches in diameter, $-ineb thick at center, tapering to a...
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Text-book on the Strength of Materials

Stephen Elmer Slocum, Edward Lee Hancock - Strength of materials - 1906 - 314 pages
...days in water) . . . 100-200 " 28 days (1 " " " 27 лл " ) . . . 200-300 " One Part Cement, Three Parts Standard Sand 1 days (1 day in moist air, 6 days in water) . . . 25- 75 Ib. 28 days (1 " " " 27 " " ) . . . 75-150 " * Water/own Arsenal Report, 1001. Constancy of volume....
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Cement and concrete

Louis Carlton Sabin - Technology & Engineering - 1907 - 572 pages
...(1 day in moist air, 27 days in water) . . 200—300 " One Part Cement, Three Parts standard Sand 7 days (1 day in moist air, 6 days in water) . . . 25— 75 Ibe. 28 days (1 day in moist air, 27 days in water) . . 75—150 " CONSTANCY OF VOLUME 16. Pats of...
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Cement and Concrete

Louis Carlton Sabin - Cement - 1907 - 572 pages
...(1 day in moist air, 27 days in water) . . 200—300 " One Part Cement, Three Parts Standard Sand 7 days (1 day in moist air, 6 days in water) . . . 25— 75 Ibs. 28 days (1 day in moist air, 27 days in water) . . 75—150 " CONSTANCY OF VOLUME 16. Pats of...
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Cyclopedia of Civil Engineering: Masonry construction; reinforced concrete

American School (Chicago, Ill.) - Civil engineering - 1908
...days (1 day in moist air, 27 days in water) 200-300 " ONE PART CEMENT, THREE PARTS STANDARD SAND 7 days (1 day in moist air, 6 days in water) 25- 75...days (1 day in moist air, 27 days in water) 75-150 " 65. Constancy of Volume. Pats of neat cement about three inches in diameter, one-half inch thick...
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Cyclopedia of Civil Engineering: A General Reference Work on ..., Volume 4

Frederick Eugene Turneaure - Civil engineering - 1909
...days (1 day in moist air, 27 days in water) 200-300 " ONE PART CEMENT, THREE PARTS STANDARD SAND 7 days (1 day in moist air, 6 days in water) 25- 75 " 28 days (I day in moist air, 27 days in water) 75-150 " 65. Constancy of Volume. Pats of neat cement about...
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Law and Business of Engineering and Contracting: With Numerous Forms and ...

Charles Evan Fowler - Engineering - 1909 - 162 pages
...days (1 day in moist air, 27 days in water) 200-300 Ibs. One Part Cement, Three Parts Standard Sand. 7 days (1 day in moist air, 6 days in water) 25- 75 Ibs. 28 days (1 day in moist air, 27 days in water) 75-150 Ibs. NOTE. — If the minimum strength is...
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Millwrighting

James Francis Hobart - Factories - 1909 - 401 pages
...100-200 ' ONE PART CEMENT, THREE PARTS SAND. 28 days (1 day in moist air, 27 days in water) 75-150 7 days (1 day in moist air, 6 days in water) 25- 75 Cements which do not pass the fineness and the pat tests, should be treated as above, and accepted...
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Radford's Cyclopedia of Construction: Carpentry, Building and ..., Volume 5

William A. Radford, Alfred Sidney Johnson - Architecture - 1909
...PART CEMENT. THREE PAKTS STANDARD SAND 28 days (1 day In moist air. 27 days In water) 75-150 •• 7 days (1 day In moist air, 6 days In water) 25- 75 Ibs. For example, the minimum requirement for the 24-hour neat cement test should be some specified...
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Practical Hand Book for Millwrights

Calvin Franklin Swingle - Mills and mill-work - 1910 - 411 pages
...100-200 28 days (1 day in moist air, 27 days in water).. 200-300 ONE PART CEMENT, THREE PARTS SAND. 7 days ( 1 day in moist air, 6 days in water).. 25-...days ( 1 day in moist air, 27 days in water).. 75-150 Cements which do not pass the fineness and the pat tests, should be treated as above, and accepted...
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