Based on the results research of Vincent, Aaron, & Adam ( 2007). Optimum Moisture Content / Maximum Dry Density (2.5 kg / 4. BS 1377 Part 4 : 1990 (3.7) Vibratory Hammer Method. Methods of test for classifying soils and for determining their basic physical properties.Compressive strength of concrete cylinders.

Any suitable test procedures and acceptance criteria with full. Compressive strength and density of hardened The most widely used sta ndards here in Ghana are the BS 1377 Part 9 (1990), the DIN 18134 (2012), and the BS EN 1997 Part 2 (2007).Core Recovery &Testing (Asphalt & Concrete) note 2 method compaction is designed to deliver 90 compaction by bs 1377 compaction test for general fill and 95 for class 6 or end-product fill. MDD Vibrator BS 1377-4:1990 M4.2 Determination of Maximum & Minimum Density for Sand Material at Site - Vibrating Hammer Method Moisture Content (BS) BS 1377-2:1990 M3 Methods of test for soils for civil engineering purposes. Procedures described in this part of BS 1377 are for the determination of the following: a) organic matter content in the material (Clause 4) b) total.SOCOTEC has Multi-Site and Flexible Scope UKAS accreditation, which allows our laboratories to provide customers with comprehensive reports and analysis aiding quality assurance, compliance and control whilst providing vital data to support cost-effective decision making.

Bs 1377 part 4