الجهة المعتمدة
مفعل
رقم الشهادة
N-T-00866
تاريخ البداية
8/27/2026
تاريخ النهاية
8/26/2029
نوع الخدمة
مختبر فحص
مواصفة الاعتماد
ISO/IEC 17025:2017
المجال الرئيسي
التشييد والبناء
العنوان
الرياض
الهاتف

البريد الإلكتروني
الملاحظات
صلاحية الاعتماد سارية المفعول
الموقع الإلكترونى
اسم الاختبار |
المنتج / المادة |
طريقة العمل / المواصفة |
التقنية / الجهاز المستخدم |
|---|---|---|---|
| Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis | Soil | ASTM D6913/D6913M − 17 | Sieves - Washing Sink with Spray Nozzle - Mechanical Sieve Shaker - Balance - Drying Oven - Sieving Containers - Sieve Brushes - Wash bottle spatula and stirring rod |
| Liquid Limit Plastic Limit and Plasticity Index of Soils |
Soil | ASTM D4318 − 17e1 | Liquid Limit Device - Flat Grooving Tool - Height Gauge - Water Content Containers - Balance - Mixing and Storage Container - Plastic Limit Ground Glass Plate - Plastic Limit-Rolling Device - Spatula - Sieve (No. 40) - Wash Bottle - Drying Oven - Washing Pan |
| Laboratory Compaction Characteristics of Soil Using Modified Effort (56 000 ft-lbf/ft3 (2 700 kN-m/m3)) |
Soil | ASTM D1557-12(2021) | Mold 4 in - Mold 6 in. - Rammer - Balance - Drying Oven Straightedge - Sieves - Mixing Tools |
| In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) | Soil | ASTM D6938 − 23 | Nuclear Density / Moisture Gauge - Reference Standard - Site Preparation Device - Drive Pin - Hammer - Drive Pin Extractor - Slide Hammer - Probe |
| Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes | Soil | ASTM D3282 − 24 | N/A |
| Classification of Soils for Engineering Purposes (Unified Soil Classification System) | Soil | ASTM D2487 − 17 (Reapproved 2025) | N/A |
| Sieve Analysis of Fine and Coarse Aggregates | Aggregates | ASTM C136/C136M | Balances - Sieves - Mechanical Sieve Shaker - Oven |
| Resistance to Degradation of Small-Size Coarse Aggregateby Abrasion and Impact in the Los Angeles Machine | Aggregates | ASTM C131/C131M − 20 | Los Angeles Machine - Balance - Oven - Sives #12 - Charge |
| Resistance to Degradation of Large-Size Coarse Aggregateby Abrasion and Impact in the Los Angeles Machine | Aggregates | ASTM C535/C535M − 2024 | Los Angeles Machine - Balance - Oven - Sives #12 - Charge |
| Compressive Strength of Cylindrical Concrete Specimens | Concrete | ASTMC39/C39M − 24 | Compression Machine - Bearing Blocks upper and lower - Spacers -Load Indication |
| Temperature of Freshly Mixed Hydraulic-Cement Concrete | Concrete | ASTM: C1064/C1064M − 23 | Container - Temperature Measuring Device Partial immersion liquid-in-glass thermometers - Reference Temperature Measuring Device |
| Slump of Hydraulic-Cement Concrete | Concrete | ASTM C143/C143M − 20 | Mold - Tamping Rod - Measuring Device - Scoop |
| Quantitative Extraction of Asphalt Binder from Asphalt Mixtures | Asphalt | ASTMD2172/D2172M − 24 | Oven - Pan - Balance - Analytical Balance - Small-Mouth Graduate Container - Extraction Apparatus - Filter Rings |
| Mechanical Size Analysis of Extracted Aggregate | Asphalt | ASTM D5444-24 | Balances - Sieves - Mechanical Sieve Shaker - Oven - Container |
| Theoretical Maximum Specific Gravity and Density of Asphalt Mixtures | Asphalt | ASTMD2041/D2041M − 19 | Vacuum Bowl - Vacuum Flask - Balance - Vacuum Pump - Residual Pressure Manometer - Vacuum Gage - Thermometer - Water Bath - Bleeder Valve - Mechanical Agitation Device - Oven |
Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and Concretes |
Concrete | ASTM C511 − 21 | Curing Tanks - Thermometers - Pump - Heater |
| Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass | Soil | ASTM D2216-19 | Drying Oven- Balance- Specimen Container-Desiccator (Optional)-Container Handling Apparatus |
مفعل
صلاحية الاعتماد سارية المفعول
منتهي
صلاحية الاعتماد منتهية وفي هذه الحالة يعتبر مسحوب
ملغي
تم إلغاء الاعتماد بناء على طلب الجهة أو بناء على قرار من قبل المركز وفي هذه الحالة يعتبر مسحوب
معلق
تم تعليق الاعتماد بناء على طلب الجهة أو بناء على قرار من قبل المركز