Soil Tests | Page 2 of 2 | Parsros Material Testing Equipments

Relative Density Of Cohesionless Soil

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Relative density or density index is the ratio of the difference between the void ratios of a cohesionless soil in its loosest state and existing natural state to the

difference between…
Sand Cone Test Sets

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STANDARDS : ASTM D1556; AASHTO T181, T191

Sand Cone Sets are used for the determination of the degree of compaction on site.

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Sand Content Test Kit

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Sand content is the volume percentage of particles larger than 74 microns. Periodic determination of the sand content in a drilling fluid is desirable.

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Sand Replacement Test Sets

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STANDARDS : BS 1377:9, 1924:2

Test Set is used for the determination of the degree of compaction on site. The Complete set consists of a pouring cylinder, calibration container and tray.

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Shrinkage Limit Test Set

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STANDARDS : ASTM D427; AASHTO T92; UNE 103-108; UNI 10014

When the water content of a fine-grained cohesive soil is reduced below the plastic limit, shrinkage of the soil mass continues until…
Soil Analysis Kit

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Tests for nitrate nitrogen, potassium, phosphorus, magnesium, manganese, aluminum, sulfates, ammonia nitrogen, nitrite nitrogen, chlorides, ferric iron, calcium,

humus, and pH.

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Soil pH and Moisture Meter

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Soil Pin for Soil Resistivity Testing

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STANDARDS : ASTM G57, AASHTO T 288

It is solid stainless steel, 18×0.375in (457×9.5mm) L x Dia with T-Handle and used as an electrode in soil resistivity testing with the Wenner 4-pin…
Surface Soil Samplers

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STANDARDS : ASTM D2937; CNR No.22; BS 1377:9

Soil Sampler (Core Cutter) is used to determine the insitu density of soil by taking a standard volume of soil sample from the ground…
Swell Plate for CBR Swelling Test

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STANDARDS : EN 13286-47; ASTM D1183; AASHTO T193; BS 1377:4, 1924:2

Swell Plate is used to monitor the swelling by placing it on top of the soil sample.

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Vibratory Compactor Test Set

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STANDARDS: EN 13286-4; BS 1377:4 / EN 12697-9, 12697-10, 12697-32

Vibratory Compactor Set is used to prepare the test specimens of road base and sub base materials by using the vibratory compaction…