AASHTO R 18-2017 Standard Recommended Practice for Establishing and Implementing a Quality Management System for Construction Materials Testing Laboratories.pdf
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1、Standard Recommended Practice for Establishing and Implementing a Quality Management System for Construction Materials Testing Laboratories AASHTO Designation: R 18-171Technical Section: AR, AASHTO re:source Administrative Task Group Release: Group 1 (April 2017) American Association of State Highwa
2、y and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C. 20001 TS-AR R 18-1 AASHTO Standard Recommended Practice for Establishing and Implementing a Quality Management System for Construction Materials Testing Laboratories AASHTO Designation: R 18-171Technical Section
3、: AR, AASHTO re:source Administrative Task Group Release: Group 1 (April 2017) 1. SCOPE 1.1. This document contains criteria and guidelines for establishing and implementing a quality management system (QMS) for use by a construction materials testing (CMT) laboratory. 1.2. The criteria in this docu
4、ment only apply to the following testing areas: soil, aggregate, asphalt binder, cutback asphalt, emulsified asphalt, asphalt mixtures, hydraulic cement, portland cement concrete, unit masonry, metals, plastic pipe, and sprayed fire-resistive material. 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards:
5、M 92, Wire-Cloth Sieves for Testing Purposes M 152M/M 152, Flow Table for Use in Tests of Hydraulic Cement R 28, Accelerated Aging of Asphalt Binder Using a Pressurized Aging Vessel (PAV) R 39, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory R 59, Recovery of Asphal
6、t Binder from Solution by Abson Method R 61, Establishing Requirements for Equipment Calibrations, Standardizations, and Checks R 68, Preparation of Asphalt Mixtures by Means of the Marshall Apparatus T 19M/T 19, Bulk Density (“Unit Weight”) and Voids in Aggregate T 22, Compressive Strength of Cylin
7、drical Concrete Specimens T 23, Making and Curing Concrete Test Specimens in the Field T 48, Flash and Fire Points by Cleveland Open Cup T 49, Penetration of Bituminous Materials T 50, Float Test for Bituminous Materials T 51, Ductility of Asphalt Materials T 53, Softening Point of Bitumen (Ring-and
8、-Ball Apparatus) T 59, Emulsified Asphalts T 72, Saybolt Viscosity 2017 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-AR R 18-2 AASHTO T 79, Flash Point with Tag Open-Cup Apparatus for Use with Material
9、Having a Flash Point Less Than 93C (200F) T 84, Specific Gravity and Absorption of Fine Aggregate T 88, Particle Size Analysis of Soils T 89, Determining the Liquid Limit of Soils T 96, Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine T 98M/T
10、 98, Fineness of Portland Cement by the Turbidimeter T 99, Moisture-Density Relations of Soils Using a 2.5-kg (5.5-lb) Rammer and a 305-mm (12-in.) Drop T 100, Specific Gravity of Soils T 104, Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate T 106M/T 106, Compressive Strength of
11、Hydraulic Cement Mortar (Using 50-mm or 2-in. Cube Specimens) T 119M/T 119, Slump of Hydraulic Cement Concrete T 121M/T 121, Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete T 129, Amount of Water Required for Normal Consistency of Hydraulic Cement Paste T 131, Time of Setting
12、 of Hydraulic Cement by Vicat Needle T 134, Moisture-Density Relations of Soil-Cement Mixtures T 135, Wetting-and-Drying Test of Compacted Soil-Cement Mixtures T 136, Freezing-and-Thawing Tests of Compacted Soil-Cement Mixtures T 137, Air Content of Hydraulic Cement Mortar T 152, Air Content of Fres
13、hly Mixed Concrete by the Pressure Method T 153, Fineness of Hydraulic Cement by Air Permeability Apparatus T 154, Time of Setting of Hydraulic Cement Paste by Gillmore Needles T 162, Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency T 167, Compressive Strength of Hot M
14、ix Asphalt T 176, Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test T 179, Effect of Heat and Air on Asphalt Materials (Thin-Film Oven Test) T 180, Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop T 186, Early Stiffening of H
15、ydraulic Cement (Paste Method) T 190, Resistance R-Value and Expansion Pressure of Compacted Soils T 192, Fineness of Hydraulic Cement by the 45-m (No. 325) Sieve T 193, The California Bearing Ratio T 196M/T 196, Air Content of Freshly Mixed Concrete by the Volumetric Method T 201, Kinematic Viscosi
16、ty of Asphalts (Bitumens) T 202, Viscosity of Asphalts by Vacuum Capillary Viscometer T 209, Theoretical Maximum Specific Gravity (Gmm) and Density of Hot Mix Asphalt (HMA) T 228, Specific Gravity of Semi-Solid Asphalt Materials T 231, Capping Cylindrical Concrete Specimens T 240, Effect of Heat and
17、 Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test) T 245, Resistance to Plastic Flow of Asphalt Mixtures Using Marshall Apparatus T 246, Resistance to Deformation and Cohesion of Hot Mix Asphalt (HMA) by Means of Hveem Apparatus 2017 by the American Association of State Highway an
18、d Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-AR R 18-3 AASHTO T 247, Preparation of Test Specimens of Hot Mix Asphalt (HMA) by Means of California Kneading Compactor T 300, Force Ductility Test of Asphalt Materials T 301, Elastic Recovery Test of As
19、phalt Materials by Means of a Ductilometer T 308, Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method T 312, Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor T 313, Determining the Flexural Creep Stiffn
20、ess of Asphalt Binder Using the Bending Beam Rheometer (BBR) T 314, Determining the Fracture Properties of Asphalt Binder in Direct Tension (DT) T 315, Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) T 316, Viscosity Determination of Asphalt Binder Usin
21、g Rotational Viscometer 2.2. ASTM Standards: C29/C29M, Standard Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate C31/C31M, Standard Practice for Making and Curing Concrete Test Specimens in the Field C39/C39M, Standard Test Method for Compressive Strength of Cylindrical Concrete S
22、pecimens C67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile C88, Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate C109/C109M, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or 50-mm
23、Cube Specimens) C115/C115M, Standard Test Method for Fineness of Portland Cement by the Turbidimeter C128, Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate C131/C131M, Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggre
24、gate by Abrasion and Impact in the Los Angeles Machine C138/C138M, Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete C143/C143M, Standard Test Method for Slump of Hydraulic-Cement Concrete C173/C173M, Standard Test Method for Air Content of Freshly Mixe
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