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Particle Size Distribution

BS EN 933-1 : 2012*

BS 1377 : Part 2 : 1990 : Clause 9.2 & 9.3*

Particle Density & Water Absorption

BS 812: Part 2 : 1995 : Clause 5*

BS 1377 : Part 2 : 1990 : Clause 8*

BS EN 1097 : Part 6 : 2013

Aggregate Crushing Value

BS 812 : Part 110 : 1990*

10 % Fines Value

BS 812 : Part 111 : 1990

Flakiness Index

BS EN 933 : Part 3 : 2012*

BS 812 : Part 105-1 : 1989*

Elongation Index

BS 812 : Part 105-2 : 1990*

Clay,Silt & Dust Content

BS 812 : Part 1 : 1975 : Clause 7.2

Sand Equivalent

ASTM D2419-14

Soundness

BS 812 : Part 121 : 1989 / ASTM C88-13

Moisture Content

BS 1377 : Part 2 : 1990 : Clause 3.2*

Atterberg Limit

BS 1377 : Part 2 : 1990 : Clause 4.5 & 5.0*

Compaction/Modified Proctor

BS 1377 : Part 4 : 1990 : Clause 3.3-3.5*

CBR Soaked

BS 1377 : Part 4 : 1990 : Clause 7

Sedimentation by Hydrometer Method

BS 1377 : Part 2 : 1990 : Clause 9.5

Unconfined Compressive Strength

ASTM D2938/D7012

Tensile

BS EN ISO 6892 : Part 1 : 2016, MS 146 : 2014

Bending

BS EN ISO 15630:Part 1:2019, MS 146:2014

Rebending

BS EN ISO 15630:Part 1:2019, MS 146:2014

Thickness

ASTM D3549/D3549 M-18*

Bitumen Degree of Compaction

ASTM D2726/D2726 M-14

Bitumen Extraction

ASTM D2172/D2172 M-11

Marshall Test

ASTM D6927-15

Compressive Strength (Cube)

BS EN 12390 : Part 3 : 2009*

Compressive Strength (Core)

BS EN 12504 : Part 1 : 2009

Compressive Strength (Brick)

BS EN 772-1 : 2011+A1 : 2015

Density

BS EN 12390 : Part 7 : 2009*

CBR In-Situ

BS 1377 : Part 9 : 1990 : Clause 4.3

Field Density Test (SRM/CCM)

BS 1377 : Part 9 : 1990 : Clause 2.1 & 2.2*2.4*

Mackintosh Probe Test

BS 1377 : Part 9 : 1990 : Clause 3.2*

Premix Coring

BS EN 12504-1 : 2009 : Clause 5.3

Concrete Coring

BS EN 12504-1 : 2009

Rebound Hammer

BS EN 12504-2 : 2012

Plate Bearing/Load Test

BS 1377 : Part 9 : 1990 : Clause 4.1 & 4.2

Ultrasonic Pulse Velocity

BS 1881 : Part 203 : 1986

Windsor Probe Test

BS 1881 : Part 207 : 1992

Covermeter Survey

BS 1881 : Part 204 : 1988

Half Cell Reactivity

ASTM C876-15

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By submitting, you agreed to the following terms & conditions.

For witness arrangement please liase with Sr. Technician/Engineer.
All the tested samples will be discarded unless requested by client.
Site need to be ready before DCS arrived, if failed to prepare, will be charged stanby manpower & transportation.
Payment to be made cash/cheque to DCS Consolidated Construction Sdn Bhd.
Mobilisation cost follow by area.
Payment will be made before testing start work.
Report will be issued after full payment.