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Handbook of construction plant, its cost and efficiency (1914)
Dana, Richard Turner, 1876-1928 · Chicago, The M. C. Clark Publishing Co. · leaf 485
es. Pounds. Inches. Inches. per Foot 15 1% 76 3 % ?0.486 18 1.% 107 3% % .703 20 1% 135 3% % .855 21 1% 148 3% % 1.14 22 1 5/6 165 3% % 1.14 24 2 190 4 % 1.235 DRAIN TILE. QUANTITY OF PIPE IN MINIMUM CARLOAD OF 24,000 LBS. No. Standard, DoubleInches. Feet. Strength. 3 . . .. 3,500 4 .. .. 3,000 5… … DRAIN TILE HARD BURNED AND VITRIFIED. , List Per Price N Ys, Ts, Ells and ApproximateWeight Size, Inches. 1,000 Feet. Curves, Each. per 1,000 Feet. . 2 $14.00 $.07 3,000 2% 15.00 .075 3,500 3 18.00 .09 4,000 4 24.00 .12 7,000 5 36.00 .18 10,000 6 45.00 .225 13,000 00 00 O O O o Mh coco oooo fa n…Contractors' operations · Building
Internet Archive · Library of Congress · Public Domain Mark 1.0. Free to use for anything.
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