SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005

Transcription

1 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 GEOTECH ENGINEERING AND TESTING, INC Highway 59 North Humble, TX Andrie Fruel, P.E. Phone: Valid To: December 31, 2019 Certificate Number: In recognition of the successful completion of the A2LA evaluation process, accreditation is granted to this laboratory for: CONSTRUCTION MATERIALS ENGINEERING ASTM: C1077 (Standard Practice for Agencies Testing Concrete and Concrete s for Use in Construction and Criteria for Testing Agency Evaluation); D3666 (Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and Paving Materials); D3740 (Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction); E329 (Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection) CONSTRUCTION MATERIALS TESTING Test Method: s: ASTM C29 ASTM C117 ASTM C127 ASTM C128 ASTM C136 ASTM C142 ASTM C566 ASTM C702 ASTM D75* Tex-200-F Tex-400-A* Tex-401-A Tex-402-A Tex-403-A Tex-404-A Tex-405-A Tex-406-A Bulk Density ( Unit Weight ) and Voids in Materials Finer than 75-μm (No. 200) Sieve in Mineral s by Washing Density, Relative Density (Specific Gravity), and Absorption of Coarse Density, Relative Density (Specific Gravity), and Absorption of Fine Sieve Analysis of Fine and Coarse s Clay Lumps and Friable Particles in s Total Evaporable Moisture Content of by Drying Reducing Samples of to Testing Size Sampling s Sieve Analysis of Fine and Coarse s Sampling Flexible Base, Stone, Gravel, Sand, and Mineral Sieve Analysis of Fine and Coarse Fineness Modulus of Fine Saturated Surface-Dry Specific Gravity and Absorption of s Determining Unit Mass (Weight) of s Determining the Percent of Solids and Voids in Concrete Material Finer Than 75 µm (No. 200) Sieve in Mineral s (Decantation Test for Concrete s) (A2LA Cert. No ) 03/06/2018 Page 1 of 4

2 Tex-408-A Tex-409-A Tex-429-A Tex-433-A Bituminous: ASTM D979* ASTM D2041 ASTM D2726 ASTM D2950* ASTM D3549 ASTM D6307 Tex-201-F Tex-202-F Tex-206-F Tex-207-F Tex-208-F Tex-217-F Tex-222-F Tex-227-F Tex-236-F Concrete: ASTM C31/C31M* ASTM C39/C39M ASTM C42/C42M ASTM C78/C78M* ASTM C138/C138M* ASTM C143/C143M* ASTM C172/C172M* ASTM C173* ASTM C174/C174M ASTM C192/C192M ASTM C231/C231M* ASTM C617 ASTM C1064/C1064M* ASTM C1231/C1231M Tex-407-A* Tex-414-A* Organic Impurities in Fine for Concrete Free Moisture and Water Absorption in for Concrete Determining the Percent Solids in Lightweight Coarse Absorption and Dry Bulk Specific Gravity of Lightweight Coarse Sampling Bituminous Paving Mixtures Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures Density of Bituminous Concrete in Place by Nuclear Methods Thickness or Height of Compacted Bituminous Paving Mixture Specimens Asphalt Content of Hot-Mix Asphalt by Ignition Method Bulk Specific Gravity and Water Absorption of Apparent Specific Gravity of Material Finer Than No.50 Sieve Compacting Specimens Using the Texas Gyratory Compactor (TGC) Determining Density of Compacted Bituminous Mixtures Test for Stabilometer Value of Bituminous Mixtures Determining Deleterious Material and Decantation Test for Coarse s Sampling Bituminous Mixtures Theoretical Maximum Specific Gravity of Bituminous Mixtures Determining Asphalt Content from Asphalt Paving Mixtures by the Ignition Method Making and Curing Concrete Test Specimens in the Field Compressive Strength of Cylindrical Concrete Specimens Obtaining and Testing Drilled Cores and Sawed Beams of Concrete Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading) Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete Slump of Hydraulic-Cement Concrete Sampling Freshly Mixed Concrete Air Content of Freshly Mixed Concrete by the Volumetric Method Measuring Thickness of Concrete Elements Using Drilled Concrete Cores Making and Curing Concrete Test Specimens in the Laboratory Air Content of Freshly Mixed Concrete by the Pressure Method Capping Cylindrical Concrete Specimens Temperature of Freshly Mixed Hydraulic-Cement Concrete Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders Sampling Freshly Mixed Concrete Air Content of Freshly Mixed Concrete by the Volumetric Method (A2LA Cert. No ) 03/06/2018 Page 2 of 4

3 Tex-417-A* Tex-418-A Tex-424-A Masonry: ASTM C780* (Compressive Strength Only) ASTM C1019 Soils: ASTM D421 ASTM D422 ASTM D558 ASTM D698 ASTM D854 ASTM D1140 ASTM D1556* ASTM D1557 ASTM D1632 (Curing only) ASTM D1633 (Method A) ASTM D1883 ASTM D2166 ASTM D2487 ASTM D2488* ASTM D2850 ASTM D4318 ASTM D4643 ASTM D4647 ASTM D6938* Tex-100-E Tex-101-E Tex-102-E Tex-103-E Tex-104-E Tex-105-E Tex-106-E Tex-108-E Tex-110-E Tex-111-E Tex-112-E Unit Weight, Yield, and Air Content (Gravimetric) of Concrete Compressive Strength of Cylindrical Concrete Specimens Obtaining and Testing Drilled Cores of Concrete Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry Sampling and Testing Grout Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants Particle-Size Analysis of Soils Moisture-Density (Unit Weight) Relations of Soil-Cement Mixtures Laboratory Compaction Characteristics of Soil Using Standard Effort Specific Gravity of Soil Solids by Water Pycnometer Amount of Material in Soils Finer than No. 200 (75-μm) Sieve Density and Unit Weight of Soil in Place by Sand-Cone Method Laboratory Compaction Characteristics of Soil Using Modified Effort Making and Curing Soil-Cement Compression and Flexure Test Specimens in the Laboratory Compressive Strength of Molded Soil-Cement Cylinders CBR (California Bearing Ratio) of Laboratory-Compacted Soils Unconfined Compressive Strength of Cohesive Soil Classification of Soils for Engineering Purposes (Unified Soil Classification System) Description and Identification of Soils (Visual-Manual Procedure) Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils Liquid Limit, Plastic Limit, and Plasticity Index of Soils Determination of Water (Moisture) Content of Soil by Microwave Oven Heating Identification and Classification of Dispersive Clay Soils by the Pinhole Test In-Place Density and Water Content of Soil and Soil- by Nuclear Methods (Shallow Depth) Surveying and Sampling Soils for Highways Preparing Soil and Flexible Base Materials for Testing Determining Slaking Time Determining Moisture Content in Soil Materials Determining Liquid Limits of Soils Determining Plastic Limit of Soils Calculating the Plasticity Index of Soils Determining the Specific Gravity of Soils Particle Size Analysis of Soils Determining the Amount of Material in Soils Finer than the 75 m (No. 200) Sieve Admixing Lime to Reduce Plasticity Index of Soils (A2LA Cert. No ) 03/06/2018 Page 3 of 4

4 Tex-113-E Tex-114-E Laboratory Compaction Characteristics and Moisture-Density Relationship of Base Materials Laboratory Compaction Characteristics and Moisture-Density Relationship of Subgrade, Embankment Soils, and Backfill Material * This laboratory meets A2LA R104 General Requirements: Accreditation of Field Testing and Field Calibration Laboratories for these tests. (A2LA Cert. No ) 03/06/2018 Page 4 of 4

5 Accredited Laboratory A2LA has accredited GEOTECH ENGINEERING & TESTING, INC. Humble, TX for technical competence in the field of Construction Materials Testing This laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2005 General requirements for the competence of testing and calibration laboratories. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISO-ILAC-IAF Communiqué dated April 2017). Presented this 6 th day of March President and CEO For the Accreditation Council Certificate Number Valid to December 31, 2019 For the tests to which this accreditation applies, please refer to the laboratory s Construction Materials Scope of Accreditation.