HEAVY COMPACTION TEST AZA0865
The AZA0865 Heavy Compaction Test Apparatus from Azalab is designed for performing the Heavy Compaction Test, commonly known as the Modified Proctor Compaction Test. This test establishes the relationship between moisture content and dry density of soils under high compaction energy, simulating field conditions achieved by modern heavy compaction equipment.
The apparatus is essential for determining Maximum Dry Density (MDD) and Optimum Moisture Content (OMC) for soils used in heavy-duty pavements, airfield runways, embankments, dams, and foundations, where higher strength and durability are required.
Purpose of Test
The Modified Proctor Test applies significantly greater compactive effort compared to the Standard Proctor test. The results are used by engineers to:
-
- Specify target field compaction densities
- Control moisture during earthwork
- Ensure long-term stability and load-bearing performance
Description
Main Components
1. Heavy Compaction Mould
- Cylindrical steel mould with detachable collar and base plate
- Designed to hold a larger soil volume for heavy compaction
2. Heavy Compaction Rammer (Hammer)
- Precisely machined hammer with specified weight and drop height
- Delivers standardized high compaction energy
3. Accessories (Optional)
- Sample extruder
- Mixing pan and preparation tools
Test Procedure Summary
- Soil is compacted at different moisture contents
- Compaction is carried out in five layers, each receiving a fixed number of blows
- Wet density is determined after compaction
- Moisture content is measured
- A compaction curve is plotted to determine MDD and OMC
Standards Compliance
- ASTM D1557 – Modified Effort Compaction Test
- IS 2720 (Part VIII) – Heavy Compaction Method
- BS 1377‑4 – Compaction-related Tests
Specifications
| Parameter | Specification |
|---|---|
| Model Number | AZA0865 |
| Test Method | Heavy / Modified Proctor Compaction |
| Compaction Effort | Modified / Heavy |
| Application | Roads, airfields, embankments, dams |
Compaction Mould – ASTM Type
- Internal Diameter: 152.4 mm (6 in)
- Effective Height: 116.4 mm
- Volume: ~2124 cm³
Compaction Mould – IS Type (Optional)
- Internal Diameter: 150 mm
- Height: 127.3 mm
- Volume: 2250 cm³
Heavy Compaction Rammer
- ASTM D1557: 4.54 kg, 457.2 mm drop, 50.8 mm face
- IS 2720 Part VIII: 4.9 kg, 450 mm drop, 50 mm face
Construction
- Heavy-duty steel, corrosion-resistant finish
Applications
- Highway and pavement construction
- Airfield runway design
- Earth dams and embankments
- Foundation and subgrade evaluation
- Geotechnical and civil engineering laboratories
What’s Included
- Heavy compaction mould with collar and base plate
- Heavy compaction rammer
- User manual
Frequently Asked Questions (FAQ)
Q1: What does the AZA0865 test determine?
It determines the maximum dry density and optimum moisture content under heavy compaction effort.
Q2: How is it different from the Standard Compaction Test?
It uses a heavier hammer, higher drop height, and more layers, resulting in higher compaction energy.
Q3: Which projects require Modified Proctor testing?
Airfields, heavy-duty pavements, dams, and high-load foundations.
Q4: Does it comply with international standards?
Yes. ASTM D1557, IS 2720 (Part VIII), and BS 1377‑4.
Q5: Is automation available?
This is a manual system. Automatic compactors are available separately.
Key Benefits
- Accurate determination of MDD and OMC under heavy compaction
- Essential for high-performance earthworks
- Robust construction for long-term lab use
- Fully standards compliant
- Trusted Azalab quality
Additional information
| Model Number |
AZA 0865 |
|---|---|
| Test Method |
Heavy Compaction Test (Modified Proctor Compaction Test) |
| Purpose |
To determine the Maximum Dry Density (MDD) and Optimum Moisture Content (OMC) of soils under heavy compaction effort. |
| Material |
Heavy-duty steel |
Related products
AUTOMATIC SOIL COMPACTOR AZA0867
MOTORISED SAND EQUIVALENT SHAKER AZA0861
POCKET PENTROMETER AZA0869
- Estimation of UCS and shear strength of soft to stiff cohesive soils
- Field classification of soil consistency
- Pre-construction soil stability checks
- Trench safety and shallow foundation planning
- Geotechnical education and field research
PROCTOR NEEDLES (SPRING TYPE) AZA0868
- Field assessment of soil compaction
- Estimation of optimum moisture condition
- Subgrade, fill, and trench inspection
- Construction quality control checks
- Geotechnical and educational field investigations
SEMI AUTOMATIC CONE PENETROMETER AZA0852
Principle of Operation
A soil paste prepared at known moisture content is placed in the sample cup. The standardized cone, attached to a calibrated weight, is released using the semi-automatic clutch mechanism, allowing free fall penetration into the soil. After the specified time (typically 5 seconds), the penetration depth is measured using a high-precision dial gauge. The moisture content corresponding to a penetration of 20 mm is considered the liquid limit of the soil, as defined in IS and BS standards.SHRINKAGE LIMIT SET AZA0849
Standards Compliance
The AZA0849 Shrinkage Limit Set conforms to major national and international testing standards, ensuring reliable and universally accepted test results:- IS 2720 (Part VII)
- ASTM D427
- BS 1377
- AASHTO T 92
SOIL CONE PENETROMETER AZA0851
Principle of Operation
A soil paste prepared at a known moisture content is placed in the sample cup. The stainless steel cone, of specified mass and angle, is allowed to penetrate the soil freely for 5 seconds. The depth of penetration (up to 20 mm) is measured using a precision depth gauge. The moisture content corresponding to 20 mm penetration is defined as the liquid limit of the soil.Standards Compliance
- IS 2720 (Part 5) – Determination of liquid and plastic limits
- ASTM D4318 – Liquid Limit, Plastic Limit, and Plasticity Index of Soils
STANDARD COMPACTION TEST AZA0864
The AZA0864 Standard Compaction Test Apparatus from Azalab is precision-engineered to perform the British Standard Proctor (Light Compaction) Test, as specified in BS 1377-4 and BS 1924-2. This apparatus is used to determine the Maximum Dry Density (MDD) and Optimum Moisture Content (OMC) of soils subjected to light compactive effort.
The test simulates field compaction achieved by light rollers and rammers and is essential for quality control of subgrades, embankments, road bases, and foundation soils. The AZA0864 is widely used in geotechnical laboratories, site investigation works, and academic institutions following British Standards.
