A survey crew taped 2,000.00 ft. along a straight railroad rail on a 5% grade. If this measurement..
A survey crew taped 2,000.00 ft. along a straight railroad rail on a 5% grade. If this measurement 36. were reduced to a horizontal measurement, the distance (ft) would be most nearly, Ο Α. 1997.50 о В. 2002.50 ос. 1999.25 OD 1999.97 Q55; Lab 3 Data (Weight-Volume relationships) 1021.6 cm 326.9 8 Container Volume (VS Mass of Container (M) Mass of Container + Gravel Mass of Gravel (Mus) 8 1700.1 1373.2 8 21904 8 Mass of Container + Gravel + Water cm Mass of Water (M.) Volume of Water (V) Volume of Voids (V) Volume of solids (V) cm cm DENSITY CALCULATIONS Units Mass of Soil +Rings (Ms.R) 483.3 Number of Rings (N.) 3 Mass of Rings (Mg) 126.2 g Inside Diameter of Rings 6.13 cm Height of Ring 2.515.3=7.545 cm Volume of Ring (VR) Cm3 Mass of Soil (Ms): M -MAR-Mx g Volume of Soil (Vs): Vs=NRVR Cm3 Density of Soil,p – M/Vs Unit Weight of Soil. YEY=png MOISTURE CONTENT CALCULATIONS Sample Sample Sample Units 3 Mass of Container (Me 30.5 30.3 30.2 Mass of Container + Wet Soil (Mc ws) 145.5 149.5 149.8 Mass of Wet Soil (Mw Volume (V.) Mass of Container (M) cm g Mass of Container + Gravel 20 Mass of Gravel (MDS) g Mass of Container + Gravel + Water 09 g 8 Mass of Water (Mw) Volume of Water (Vw) Volume of Voids (V) Volume of solids (V) cm cm? cm Units Table 2. DENSITY CALCULATIONS Mass of Soil + Rings (Ms+r) Number of Rings (NR) Mass of Rings (MR) Inside Diameter of Rings Height of Ring Volume of Ring (VR) Mass of Soil (Ms): Ms-Ms+R – MR Volume of Soil (VS): Vs=NR * VR Density of Soil, p = Ms/Vs Unit Weight of Soil, Y: Y = p*g MOISTURE CONTENT CALCULATIONS Sample Sample Sample 2 3 Container Identification Mass of Container (Mc) Mass of Container + Wet Soil (Mc ws) Mass of Wet Soil (Mws) Mass of Container + Dry Soil (MCO) Mass of Dry Soil (Mps) Mass of Water Mw):Mw = Mws – MDS Moisture Content (w):w=Mw/ Mps *100 % Average w [%] Units I May 05 2022 06:28 PM
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