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Relative Density Apparatus
Relative Density Apparatus

Relative Density Apparatus

Price 10 INR/ Piece

MOQ : 1 Piece

Relative Density Apparatus Specification

  • Capacity
  • 2.5 Liters (Typical, per container)
  • Feature
  • Corrosion Resistant Construction, Precise Measurement of Density, Suitable for Granular Soil Determination
  • Core Components
  • Metallic Cylinders, Cylindrical Weights, Tamping Rod, Metal Scoop, Vibrating Table
  • Application
  • Soil Testing Equipments
  • Product Type
  • Relative Density Apparatus
  • Usage
  • Soil Testing Equipments
  • Model No
  • RD-01
  • Voltage
  • 230V AC (for Vibrating Table)
  • Accuracy
  • 0.01 g/cm
  • Temperature Range
  • Ambient (Operational up to 45C)
  • Power Source
  • Manual with Electric Vibrating Table (230V AC)
  • Automation Grade
  • Manual
  • Measurement Range
  • Relative Density: 0.55 to 2.2 (g/cm)
  • Equipment Materials
  • Stainless Steel, Brass, Glass, Mild Steel (Powder Coated)
  • Type
  • Relative Density Apparatus
  • Display Type
  • NA (Manual Measurement)
  • Dimension (L*W*H)
  • 45 x 30 x 44 cm (Approx.)
  • Weight
  • Approx. 12-15 kg
 

Relative Density Apparatus Trade Information

  • Minimum Order Quantity
  • 1 Piece
  • Payment Terms
  • Cash Advance (CA), Cash in Advance (CID), Cheque, Telegraphic Transfer (T/T), Letter of Credit (L/C)
  • Sample Available
  • Yes
  • Sample Policy
  • Sample costs shipping and taxes has to be paid by the buyer
  • Packaging Details
  • carton box, export quality also available
  • Main Domestic Market
  • All India
  • Certifications
  • ISO 9001, 14001 ,CE
 

About Relative Density Apparatus

Relative Density Apparatus

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.  



Advanced Features and Construction

This apparatus boasts a robust, powder-coated and polished construction, using stainless steel, brass, glass, and mild steel to ensure longevity and corrosion resistance. Its modular components, including metallic cylinders and cylindrical weights, facilitate accurate and repeatable test results. The variable speed vibrating table allows users to achieve precise soil compaction for reliable density measurements.


Adherence to International Testing Standards

Engineered to meet IS: 2720 (Part XIV) and ASTM D4253/D4254, the Relative Density Apparatus guarantees consistency and reliability in soil analysis. Suitable for granular soil determination, the equipment is widely recognized by geotechnical labs and construction industries globally for its compliance and dependable output.

FAQs of Relative Density Apparatus:


Q: How is the Relative Density Apparatus used in soil testing?

A: The apparatus is used to determine the relative density of granular soils by subjecting a soil sample to vibration and tamping in a controlled environment. The sample is placed in metallic containers, compacted using the tamping rod and vibrating table, and the resulting density is measured and compared as per standard test procedures.

Q: What is the significance of the vibrating tables variable speed control?

A: Variable speed control allows precise adjustment of vibration intensity, ensuring soil samples are compacted consistently for accurate relative density measurements. This is essential to mimic different site compaction conditions and obtain reproducible results in line with IS and ASTM standards.

Q: When should the Relative Density Apparatus be used?

A: This apparatus should be used whenever theres a need to evaluate the maximum and minimum density of granular soils for construction, research, or compliance purposes. It is particularly important in foundation and earthwork projects where granular soil behavior critically impacts stability.

Q: Where is the Relative Density Apparatus typically deployed?

A: It is commonly used in geotechnical laboratories, research institutions, soil investigation projects, and construction sites. The portable design and robust build make it suitable for both laboratory and limited field applications.

Q: What is the process for performing a density test with this equipment?

A: The process involves filling the metallic container with a specified soil sample, compacting it with the tamping rod or vibrating table, and then measuring the compacted samples mass and volume. Results are calculated manually to determine the relative density, following procedures outlined in IS: 2720 (Part XIV) or ASTM methods.

Q: How does the apparatus improve the accuracy of soil density measurements?

A: The apparatus incorporates precise measuring components and corrosion-resistant materials. Its vibrating table and standardized tamping rod enable uniform compaction, minimizing measurement errors and providing high reproducibility (0.01 g/cm accuracy).

Q: What are the benefits of using this apparatus for granular soil testing?

A: Key benefits include compliance with international standards, corrosion-resistant build, high measurement accuracy, versatility in sample size and compaction methods, and suitability for a wide variety of granular soils. The equipment is durable and designed for repeated use in demanding laboratory environments.

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