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Nt1310 Unit 6 Lab

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13.6 GENERAL REMARKS
1. There is need for great care while calibrating the bulk density of sand.
2. The excavated hole must be equal to the volume of the calibrating container. Allow the sand to pour and fill the excavated hole slowly.

Table 13.1: Minimum Test Hole Volumes based on Maximum Size of Particlea ASTM D2137
Maximum Particle Size Minimum Test Hole Volume (cm3) Minimum Test Hole Volume (ft3)
No. 4 Sieve (475 mm) 1130 0.04
No. ¾ in. (19.0 mm) 1700 0.06
11/3 in. (37.5 mm) 2840 0.10 aTest hole volume increases incrementally 0.01ft3 (280 cm3) for each 0.25 in (6.4 mm) of particle size for particles up to 11/4 in. (31.75 mm), and 0.2 ft3 (560 cm3) for each 0.25 in. (6.4 mm) increase above 11/4 in. (31.75 mm).

13.7 FIELD DENSITY …show more content…
Factor x line 3) Weight Measurements
5 Weight of tare + wet soil from hole
6 Weight of tare
7 Weight of wet soil, W Moisture content
8 Weight of moisture tin
9 Weight of tin + wet soil
10 Weight of tin + dry soil
11 Weight of water (line 9 – line 10) , Ww
12 Weight of dry soil (line 10 – line 8), Ws
13 Moisture content (line 11 /line 12) OR
14 Moisture content determination by Calcium Carbide Method Density Calculations
15 Wet density, γ = (line 7/line 4)
16 Dry density, γd = (line 14/(1+line 13) Average dry density d

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