SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005

Transcription

1 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 OTTO ROSENAU & ASSOCIATES, INC Martin Luther King Jr. Way S. Seattle, WA Judi Rosenau-Payseno Phone: Valid To: February 28, 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: AASHTO: C1077 (Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation); C1093 (Standard Practice for Accreditation of Testing Agencies for Masonry); 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); E543 (Agencies Performing Nondestructive Testing) R18 (Practice for Establishing and Implementing a Quality Management System for Construction Materials Testing Laboratories) CONSTRUCTION MATERIALS TESTING Aggregates: ASTM C29 ASTM C40 ASTM C70 ASTM C88 ASTM C117 ASTM C127 ASTM C128 ASTM C131 ASTM C136 ASTM C142 ASTM C535 Bulk Density ( Unit Weight ) and Voids in Aggregate Organic Impurities in Fine Aggregates for Concrete Surface Moisture in Fine Aggregate Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine Sieve Analysis of Fine and Coarse Aggregates Clay Lumps and Friable Particles in Aggregates Resistance to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (A2LA Cert. No ) Revised 05/22/2018 Page 1 of 5

2 ASTM C566 ASTM C702 ASTM D75 1 ASTM D2419 AASHTO T002 AASHTO T011 AASHTO T019 AASHTO T021 AASHTO T027 AASHTO T084 AASHTO T085 AASHTO T096 AASHTO T112 AASHTO T176 AASHTO R76 AASHTO T255 Bituminous: ASTM D979 1 ASTM D2041 ASTM D ASTM D ASTM D5444 ASTM D6307 AASHTO T30 AASHTO T166 AASHTO T168 AASHTO T209 AASHTO T308 Cement: ASTM C109/C109M (Compression only) ASTM C490/C490M ASTM D1633 AASHTO T106 (Compression Only) Total Evaporable Moisture Content of Aggregate by Drying Reducing Samples of Aggregate to Testing Size Sampling Aggregates Sand Equivalent Value of Soils and Fine Aggregate Sampling of Aggregates Test for Materials Finer Than 75-µm (No. 200) Sieve in Mineral Aggregates by Washing Bulk Density ("Unit Weight") and Voids in Aggregate Organic Impurities in Fine Aggregates for Concrete Sieve Analysis of Fine and Coarse Aggregates Specific Gravity and Absorption of Fine Aggregate Specific Gravity and Absorption of Coarse Aggregate Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine Clay Lumps and Friable Particles in Aggregate Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test Reducing Samples of Aggregate to Testing Size Total Evaporable Moisture Content of Aggregate by Drying Sampling Bituminous Paving Mixtures Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures Density of Bituminous Concrete in Place by Nuclear Methods Thickness or Height of Compacted Bituminous Paving Mixture Specimens Mechanical Size Analysis of Extracted Aggregate Asphalt Content of Hot-Mix Asphalt by Ignition Method Mechanical Analysis of Extracted Aggregate Bulk Specific Gravity of Compacted Hot Mix Asphalt (HMA) Using Saturated Surface-Dry Specimens Sampling Bituminous Paving Mixtures Theoretical Maximum Specific Gravity and Density of Hot Mix Asphalt (HMA) Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50- mm] Cube Specimens) Use of Apparatus for the Determination of Length Change of Hardened Cement Paste, Mortar, and Concrete Compressive Strength of Molded Soil-Cement Cylinders Compressive Strength of Hydraulic Cement Mortar (Using 50-mm or 2- in. Cube Specimens) (A2LA Cert. No ) Revised 05/22/2018 Page 2 of 5

3 Concrete: ASTM C31/C31M 1 ASTM C39/C39M ASTM C42/C42M ASTM C78/C78M 1 ASTM C138/C138M 1 ASTM C143/C143M 1 ASTM C157/C157M ASTM C172/C172M 1 ASTM C173 1 ASTM C174/C174M ASTM C192/C192M ASTM C231/C231M 1 ASTM C293/C293M ASTM C495 ASTM C567 1 ASTM C617 ASTM C642 ASTM C805/C805M 1 ASTM C873 ASTM C878/C878M ASTM C1064/C1064M 1 ASTM C1140 ASTM C1231/C1231M ASTM C1611/1611M ASTM C1758/C17858M ASTM D4832 ASTM E1155 AASHTO R60 AASHTO T022 AASHTO T023 AASHTO T097 AASHTO T119 AASHTO T121 AASHTO T126 AASHTO T152 AASHTO T177 AASHTO T196 AASHTO T231 AASHTO T309 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 Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete Slump of Hydraulic-Cement Concrete Length Change of Hardened Hydraulic-Cement Mortar and 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 Flexural Strength of Concrete (Using Simple Beam with Center-Point Compressive Strength of Lightweight Insulating Concrete Determining Density of Structural Lightweight Concrete Capping Cylindrical Concrete Specimens Density, Absorption, and Voids in Hardened Concrete Rebound Number of Hardened Concrete Compressive Strength of Concrete Cylinders Cast in Place in Cylindrical Molds Restrained Expansion of Shrinkage-Compensating Concrete Temperature of Freshly Mixed Hydraulic-Cement Concrete Preparing and Testing Specimens from Shotcrete Test Panels Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders Slump Flow of Self-Consolidating Concrete Fabricating Test Specimens with Self-Consolidating Concrete Standard Test Method for Preparation and Testing of Controlled Low Strength Material (CLSM) Test Cylinders (Compression Only) Determining FF Floor Flatness and FL Floor Levelness Numbers Sampling Freshly Mixed Concrete Compressive Strength of Cylindrical Concrete Specimens Making and Curing Concrete Test Specimens in the Field Flexural Strength of Concrete (Using Simple Beam with Third-Point Slump of Hydraulic Cement Concrete Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete Making and Curing Concrete Test Specimens in the Laboratory Air Content of Freshly Mixed Concrete by the Pressure Method Flexural Strength of Concrete (Using Simple Beam with Center-Point Air Content of Freshly Mixed Concrete by the Volumetric Method Capping Cylindrical Concrete Specimens Temperature of Freshly Mixed Hydraulic Cement Concrete (A2LA Cert. No ) Revised 05/22/2018 Page 3 of 5

4 Fireproofing: ASTM E605 ASTM E736 Masonry: ASTM C109/C109M (Compressive Strength Only) Thickness and Density of Sprayed Fire-Resistive Material (SFRM) Applied to Structural Members Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural Members Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50- mm] Cube Specimens) ASTM C140 Sampling and Testing Concrete Masonry Units and Related Units ASTM C Sampling and Testing Grout ASTM C1314 Compressive Strength of Masonry Prisms AASHTO T106 Compressive Strength of Hydraulic Cement Mortar (Using 50-mm or 2- in. Cube Specimens) Soils: ASTM D421 ASTM D422 ASTM D698 ASTM D854 ASTM D1140 ASTM D ASTM D1557 ASTM D2216 ASTM D (1998) (Withdrawn 2007) 2 ASTM D2419 ASTM D4318 ASTM D AASHTO T089 AASHTO T090 AASHTO T099 AASHTO T100 AASHTO T180 AASHTO T191 AASHTO T310 WSDOT T310 Steel (Shop & Field) 1 : AWS D1.1 Dry Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants Particle-Size Analysis of Soils 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 Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass Wet Preparation of Soil Samples for Particle-Size Analysis and Determination of Soil Constants Sand Equivalent Value of Soils and Fine Aggregate Liquid Limit, Plastic Limit, and Plasticity Index of Soils In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) Determining the Liquid Limit of Soils Determining the Plastic Limit and Plasticity Index of Soils Moisture-Density Relations of Soils Using a 2.5-kg (5.5-lb) Rammer and a 305-mm (12-in.) Drop Specific Gravity of Soils Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop Test for Density of Soil In-Place by the Sand-Cone Method In-Place Density and Moisture Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) In-Place Density and Moisture Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) Structural Welding Code Steel (A2LA Cert. No ) Revised 05/22/2018 Page 4 of 5

5 AWS D1.3 AWS D1.4 AWS D1.5 AWS D1.8 (Clause 7, Inspection) AISC 360 (Chapter N5.6 Inspection of High Strength Bolting) RCSC (Section 9, Inspection) Nondestructive 1 : ASTM E114 ASTM E164 ASTM E587 ASTM E165 ASTM E709 Structural Welding Code Sheet Steel Structural Welding Code Reinforcing Steel Bridge Welding Code Structural Welding Code Seismic Supplement Specification for Structural Steel Buildings Specification for Structural Joints Using High Strength Bolts Pulse-Echo Straight-Beam Contact Testing Contact Ultrasonic Testing of Weldments Ultrasonic Angle-Beam Contact Testing Liquid Penetrant Examination for General Industry Magnetic Particle Testing (Wet & Dry Methods with Yoke in AC/DC Mode) 1 This laboratory meets A2LA R104 General Requirements: Accreditation of Field Testing and Field Calibration Laboratories for these tests. 2 This laboratory s scope contains withdrawn or superseded methods. As a clarifier, this indicates that the applicable method itself has been withdrawn or is now considered historical and not that the laboratory s accreditation for the method has been withdrawn. (A2LA Cert. No ) Revised 05/22/2018 Page 5 of 5

6 Accredited Laboratory A2LA has accredited OTTO ROSENAU & ASSOCIATES, INC. Seattle, WA 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 8 January 2009). Presented this 13 th day of March President and CEO For the Accreditation Council Certificate Number Valid to February 28, 2019 For the tests to which this accreditation applies, please refer to the laboratory s Construction Materials Scope of Accreditation.