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Home My WebLink About(2) Sand Calculations.pdf 0SM SM 20 Stiriz Road, Brookhaven, New York 11719 02/23/2021 Volume Calculations for Concrete Manufacturing Strong's Marina-Retaining Wall&New Building Retaining Walls Unit Type Total Conc. Total Conc. (Marco) Quantity Volume (ft') Volume (yd3) B 71 2,104 78 C 107 3,943 146 D 106 4,276 158 E 101 4,407 163 F 87 4,082 151 G 59 2,958 110 H 92 4,913 182 1 70 3,968 147 MACRO 693 30,650 1,135 Culvert 16 3,465 128 18'x9'x5' TOTAL - 34,115 1,264 Foundation Total Linear Feet of Foundation = 2,010 ft T 2X (350' + 140') +2 X (375'+ 140') ' Foundation Area = 4.35 ftZ (3.5'X 8") + (1' X 2') Concrete Volume = 8,733 ft3 T_6„ Concrete Volume = 323 yd3 Floor Slab Floor Slab Area _ 101 500 ftZ �--- — (350'X 140') + (375'+ 140') ' Floor Slab Thickness = 1 ft Figure 1: Tvpicall%oundation Concrete Volume = 101,500 ft' Concrete Volume = 3,759 yd3 Total Total Concrete Volume = 5,345 yd3 Percent by Volume of Sand in Concrete = 30 Total Sand Volume = 1,604 yd3 CERTIRED PLAMir Tel: 631.286.0240 Fax: 631.286.6313 Website: li-precast.com • Email: info@li-precast.com