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Hassan Al Amir Soil Analysis

Initial Accreditation Date:Dec 18 , 2013

معلومات الاتصال

العنوان

Warehouse # 9 | 13A Street | Ras Al Khor Industrial Area-2, Dubai, United Arab Emirates

صندوق بريد / الرمز البريدي

510

البريد الإلكتروني

Info@hasalab.ae info@hasalab.ae

الموقع الإلكتروني

www.hasalab.ae

رقم الهاتف

+971 04 341 6086

رقم الجوال

+971 04 341 6096

المجال الرئيسي

Testing Laboratories

ساري منذ:Dec 18 , 2024

Type of Activity Test Materials / Products Test Name Test Method Status
Construction Materials
  • Physical and Mechanical
  • Soil
  • Methods of test for soils for civil engineering purposes Part 9: In-situ tests Clause 2.2: Sand replacement method suitable for fine-, medium- and coarse- grained soils (large pouring cylinder method)
BS 1377 Part 9 Clause 2.2Active
  • Mechanical
  • Hardened Concrete
  • Testing concrete Part 111: Method of normal curing of test specimens (20°C method) Part 114: Methods for determination of density of hardened concrete Part 116: Method for determination of compressive strength of concrete cubes
BS 1881 Part Clause 116, Clause 114 and Clause 111 AMD 6097 & AMD 6720Active
  • Chemical
  • Water
  • Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests (Determination of pH value)
BS 1377 Part 3 Clause 12.5Active
  • Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the sulphate content of soil and ground water-Preparation of ground water for testing)
BS 1377 Part 3 Clause 7.8Active
  • Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests (Determination of water-soluble chloride content)
BS 1377 Part 3 Clause 9.2Active
  • Soil
  • Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the chloride content
BS 1377 Part 3 Clause 9.2Active
  • Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests (Determination of the sulphate content of soil and ground water)
BS 1377 Part 3 Clause 7.3Active
  • Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests (Determination of pH value)
BS 1377 Part 3 Clause 12.5Active
  • Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the chloride content- Determination of acid soluble chloride content
BS 1377 Part 3 Clause 9.3Active
  • Methods of test for soils for civil engineering purposes Part 3: Chemical and electro-chemical tests Determination of the sulphate content of soil and ground water: 1- Preparation of soil and its acid extract 2- Preparation of ground water for testing
BS 1377 Part 3 Clause 7.9Active
  • Physical and Mechanical
  • Methods of test for soils for civil engineering purposes Part 2: Classification tests and determination of geotechnical properties Caluse 15: Determination of the California Bearing Ratio (CBR)
BS 1377 Part 2 Clause 15Active
  • Methods of test for Soils for civil engineering purposes Part 2: Classification tests Clause 9: Determination of particle size distribution- Wet sieving method
BS 1377 Part 2 Clause 9.2 Clause 9.3Active
  • Methods of Test for Soils for Civil Engineering Purposes Determination of Water Content of Soil Samples
BS 1377 Part 2 Clause 5.1 and BS EN 17892-1+A1:2022Active
  • Methods of test for soils for civil engineering purpose Part 2: Classification tests and determination of geotechnical properties Clause 11.5 Compaction method using 4.5 kg rammer with 1 L mould Caluse 11.6 Method using 4.5 kg rammer with CBR mould
BS 1377 Part 2 Clause 11.5 & Clause 11.6Active
Geotechnical Investigation
  • Mechanical & Physical
  • Rock
  • Standard Test Methods for Compressive Strength and Elastic Moduli of Intact Rock Core Specimens under varying states of Stress and Temperature
ASTM D7012 Method C-23Active
  • Standard Practices for Preparing Rock Core as Cylindrical Test Specimens and verifying Conformance to Dimensional and Shape Tolerances.
ASTM D4543Active
  • Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil & Rock by Mass.
ASTM D2216Active
  • Standard Test Method for Determination of the Point Load Strength Index of Rock and Application to Rock Strength Classifications
ASTM D5731Active
  • Soil
  • Methods of test for soils for civil engineering purposes Part 9: In-situ tests Clause 3.3: In Situ penetration test Determination of the penetration resistance using the split-barrel sampler (the standard penetration test SPT)
BS 1377 Part 9 Clause 3.3Active
  • Methods of test for Soils for civil Engineering purposes Part 2: Classification tests Clause 9: Determination of particle size distribution- Wet sieving method/ Dry sieving method
BS 1377 Part 2 Clause 9.2 & Clause 9.3Active
  • Soil & Ground Water
  • Code of practice for site investigations Section 7: Reports and interpretation
BS 5930 Section 7Active
  • Rock
  • Code of Practice for Site Investigations Section 10. Reports and interpretation
BS 5930 +A1 Section 10Active
  • Code of practice for site investigations Field investigations Rotary open hole drilling and rotary core drilling
BS 5930 +A1:2020 Section 4 Clause 24Active
  • Code of practice for site investigations Section 6. Description of soils and rocks Clause 44.4: Description of rock masses Core recovery
BS 5930+A1:2020 Section 6 Clause 36Active
  • Ground Water
  • Code of practice for ground Investigations Section 8: Field instrumentation Clause 52: Groundwater measurements
BS 5930 Section 8 Clause 52Active
  • Code of practice for ground investigations - Section 8: Field instrumentation: Clause 52: Groundwater measurements - Section 10 Reports and interpretation "Observation wells, Reports and interpretation- Descriptive report"
BS 5930+A1:2020 Section 8: Clause 52.3 and Clause 52.2 , & Section 10Active
  • Soil
  • Code of Practice for Site Investigations Section 6. Description of soils and rocks Clause 33 : Description of soils
BS 5930 +A1 Section 6 Clause 33Active