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Section: SOIL
Shrinkage Limit Test
Index Properties of Soil
Grain Size Analysis
Bentonite Viscosity
Water Content & Dry Density of Soil
Soil Penetrometers
Moisture Meter
Soil Permeability
Field Density
Specific Gravity
Relative Density
Relative Density Test
Testing Kits
Extraction & Sample Preparation
Constant Volume Moulds
Consolidation
Direct Shear Apparatus
Unconfined Compress Testing
Triaxial Test (Cell & Setup)
California Bearing Ratio
Sampling Augers
Sampling Tubes
Static Cone Penetration Test
Vane Shear
Test Sieves
Sieve Shakers
Load Truss
Load Rings

Relative Density Test : ZI 3034
IS 2720 (PART XIV), ASTM D 4253 & ASTM D 4254

The equipment is used for the determination of the relative density of cohesion less free draining soils and meets the essential requirements.

Specification :
The equipment consists one each of: Vibratory table, with a cushioned steel vibrating decks about 75cm x 75cm. It has a frequency of approximately 3600 vibratory table, minute under a 11.5kg load. Amplitude is variable in between 0.65mm in step of 0.05 to 0.25mm, 0.25 to 0.45 mm and 0.45 to 0.65mm. Suitable for operations on 415V, Three Phase supply. Cylindrical metal unit weight mould, 3000ml. Capacity.Guide sleeve with clamp assembly. Surcharges base plate for mould. Handle for surcharge base plate. Surcharge weight. The total weight together with surcharge base plate and handle is equipment to 140 kg. /sq. cm. For mould. Cylindrical metal unit weight mould 15000 ml. capacity. (Total weight together with the above mould & surcharge weight is equivalent to 140 kg./sq. cm) dial gauge 0.01mm x 50mm travel. Extension piece 25mm for dial gauge.


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Relative Density Test
 
 
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