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Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

Quality Assurance Handbook for Rural Roads Volume-I - pmgsy

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1.6 Estimating Optimum Moisture Content<br />

<strong>Quality</strong> <strong>Assurance</strong> <strong>Handbook</strong> <strong>for</strong> <strong>Rural</strong> <strong>Roads</strong><br />

Take a handful of the wet soil on the palm of hand and attempt to make a ball out of it. The<br />

moisture content at which the ball of wet soil can retain its round shape is approximately the<br />

optimum moisture content. At moisture contents below the optimum, the ball tends to crumble<br />

while at moisture contents wet of optimum, the water will tend to ooze out of the surface.<br />

1.7 Pocket Penetrometer<br />

Purpose<br />

Procedure<br />

Soil strength depends on dry density and moisture content. Pocket penetrometer is used to measure<br />

soil compressive strength.<br />

POCKET PENETROMETER<br />

1. Select the test location with care to avoid gravel or other particles that would influence reading.<br />

Avoid obviously disturbed areas. For saturated cohesive soils, it is important that readings be<br />

taken in “fresh” samples or cut surfaces, since rapid drying will greatly influence the reading.<br />

2. Return ring to back position against the penetrometer body.<br />

3. Grip the handle firmly, insert the shaft 6 mm in depth with a smooth constant <strong>for</strong>ce into the soil<br />

mass or sample until calibration mark is level with soil.<br />

4. Take reading from the top of the indicator ring. Scale measures strength in kg per sq cm or tonne<br />

per sq. ft.<br />

Appendix-1/3

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