Site Test
Standard(s): BS 1377-9:1990
In-Situ Bulk Density Nuclear Method

The in-situ bulk density nuclear method is a non-destructive test used to determine the bulk density and moisture content of soil or compacted layers in earthworks. This test employs a nuclear density gauge, which uses radioactive isotopes to measure the density and water content of the material directly at the site.

Test Procedure:

  1. Preparation: The surface of the test area is leveled, and any loose material is removed to ensure proper contact between the gauge and the soil.
  2. Gauge Placement: The nuclear density gauge is placed on the prepared surface. A probe from the gauge is inserted into the material to a standard depth.
  3. Measurement: The gauge emits gamma rays to measure the material’s density and uses neutron scattering to determine its moisture content.
  4. Data Recording: The gauge provides real-time results for both bulk density and moisture content, which are recorded for analysis.

Importance in Construction:

This method is essential for ensuring that soil or other compacted materials meet the required density specifications for structural stability and load-bearing capacity. It is commonly used in road construction, embankments, and other large-scale earthworks where compaction quality directly affects the performance of the project.

Example: A contractor building a highway might use this test to confirm that the sub-base material meets the compaction standards required for long-term durability.

Nuclear Density Gauge testing carried out by Amtest UK on site by our expert technician

View more Aggregates testing services:

Aggregates
UKAS Accredited
Lab Test

Plastic Limit

Determination of the plastic limit of fine-grained soils in accordance with BS EN ISO 17892-12:2018+A2:2022.
BS EN ISO 17892-12:2018+A2:2022
Aggregates
UKAS Accredited
Lab Test

Particle Size Distribution

Determination of particle size distribution of aggregates using sieving in accordance with BS EN 933-1:2012.
BS EN 933-1:2012
Aggregates
UKAS Accredited
Lab Test

Sample Reduction

Sample reduction by riffle box, by quartering, or to a test portion of a specified mass within a small tolerance
BS EN 932-2:1999
Aggregates
UKAS Accredited
Lab Test
Site Test

Dynamic Cone Penetration (TRL-DCP)

Rapid measurement of the in-situ strength of existing flexible pavements constructed with unbound materials.
DMRB, CS 229 Data for Pavement Assessment Rev.0: 2020
Aggregates
Site Test

In-Situ California Bearing Ratio (CBR)

Penetration of soil with a plunger over a standard area. The harder the surface, the higher the CBR percentage.
Aggregates
UKAS Accredited
Site Test

Constituents of Course Recycled Aggregates

Ensure the quality and compliance of recycled aggregates with our constituents analysis, supporting sustainable and reliable construction practices.
BS EN 933-11:2009
Aggregates
UKAS Accredited
Lab Test
Site Test

Plasticity Index

A higher Plasticity Index indicates a greater range of water content where soil remains plastic, signifying higher compressibility and potential for settlement.
BS EN ISO 17892-12:2018+A2:2022
Aggregates
UKAS Accredited
Lab Test

Water Content

Determination of the water content of aggregates in accordance with BS EN 1097-5:2008.
BS 1377-2:2022
Aggregates
Site Test

In-Situ Bulk Density Nuclear Method

The in-situ bulk density nuclear method ensures soil compaction meets construction standards by measuring density and moisture directly on-site.
BS 1377-9:1990
Aggregates
UKAS Accredited
Lab Test

Resistance to Fragmentation – Los Angeles Test

Subjects a coarse aggregate sample to abrasion, impact, and grinding.
BS EN 1097-2:2020
Site Test
In-Situ Bulk Density Nuclear Method

The in-situ bulk density nuclear method is a non-destructive test used to determine the bulk density and moisture content of soil or compacted layers in earthworks. This test employs a nuclear density gauge, which uses radioactive isotopes to measure the density and water content of the material directly at the site.

Test Procedure:

  1. Preparation: The surface of the test area is leveled, and any loose material is removed to ensure proper contact between the gauge and the soil.
  2. Gauge Placement: The nuclear density gauge is placed on the prepared surface. A probe from the gauge is inserted into the material to a standard depth.
  3. Measurement: The gauge emits gamma rays to measure the material's density and uses neutron scattering to determine its moisture content.
  4. Data Recording: The gauge provides real-time results for both bulk density and moisture content, which are recorded for analysis.

Importance in Construction:

This method is essential for ensuring that soil or other compacted materials meet the required density specifications for structural stability and load-bearing capacity. It is commonly used in road construction, embankments, and other large-scale earthworks where compaction quality directly affects the performance of the project.

Example: A contractor building a highway might use this test to confirm that the sub-base material meets the compaction standards required for long-term durability.

BS 1377-9:1990