AASHTO R 25-2000 Standard Practice for Technician Training and Qualification Programs《技术培训和资格认可程序》.pdf
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1、Standard Practice for Technician Training and Qualification Programs AASHTO Designation: R 25-00 (2013) American Association of State Highway and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C. 20001 TS-5c R 25-1 AASHTO Standard Practice for Technician Training and
2、 Qualification Programs AASHTO Designation: R 25-00 (2013) 1. SCOPE AND LIMITATION 1.1. This document provides a guideline for establishing evaluation and qualification procedures for personnel engaged in sampling and testing of soils, aggregates, hot mix asphalt, and portland cement concrete in acc
3、ordance with AASHTO test methods. The guideline is intended for use by organizations providing qualification of sampling and testing technicians at the basic testing level for acceptance of materials and independent assurance testing. 1.2. The terms used in this standard regarding “technician” or “q
4、ualification” are meant to be generic descriptions. Each state will need to use appropriate terminology consistent with state law and practices. 1.3. This guideline does not purport to address all possible events and procedures inherent in the administration and use of a technician qualification pro
5、gram (TQP). 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards and Publications: R 60, Sampling Freshly Mixed Concrete T 2, Sampling of Aggregates T 11, Materials Finer Than 75-m (No. 200) Sieve in Mineral Aggregates by Washing T l9M/T 19, Bulk Density (“Unit Weight”) and Voids in Aggregate T 21, Organic
6、 Impurities in Fine Aggregates for Concrete T 22, Compressive Strength of Cylindrical Concrete Specimens T 23, Making and Curing Concrete Test Specimens in the Field T 27, Sieve Analysis of Fine and Coarse Aggregates T 71, Effect of Organic Impurities in Fine Aggregate on Strength of Mortar T 84, Sp
7、ecific Gravity and Absorption of Fine Aggregate T 85, Specific Gravity and Absorption of Coarse Aggregate T 89, Determining the Liquid Limit of Soils T 90, Determining the Plastic Limit and Plasticity Index of Soils T 99, Moisture-Density Relations of Soils Using a 2.5-kg (5.5-lb) Rammer and a 305-m
8、m (12-in.) Drop T 100, Specific Gravity of Soils T 112, Clay Lumps and Friable Particles in Aggregate T 113, Lightweight Pieces in Aggregate T 119M/T 119, Slump of Hydraulic Cement Concrete 2014 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplicatio
9、n is a violation of applicable law.TS-5c R 25-2 AASHTO T 121M/T 121, Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete T 152, Air Content of Freshly Mixed Concrete by the Pressure Method T 164, Quantitative Extraction of Asphalt Binder from Hot Mix Asphalt (HMA) T 166, Bulk Spe
10、cific Gravity (Gmb) of Compacted Hot Mix Asphalt (HMA) Using Saturated Surface-Dry Specimens T 168, Sampling Bituminous Paving Mixtures T 176, Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test T 180, Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and
11、 a 457-mm (18-in.) Drop T 194, Determination of Organic Matter in Soils by Wet Combustion T 196M/T 196, Air Content of Freshly Mixed Concrete by the Volumetric Method T 209, Theoretical Maximum Specific Gravity (Gmm) and Density of Hot Mix Asphalt (HMA) T 245, Resistance to Plastic Flow of Asphalt M
12、ixtures Using Marshall Apparatus T 248, Reducing Samples of Aggregate to Testing Size T 255, Total Evaporable Moisture Content of Aggregate by Drying T 267, Determination of Organic Content in Soils by Loss on Ignition T 269, Percent Air Voids in Compacted Dense and Open Asphalt Mixtures T 283, Resi
13、stance of Compacted Hot Mix Asphalt (HMA) to Moisture-Induced Damage T 287, Asphalt Binder Content of Asphalt Mixtures by the Nuclear Method T 304, Uncompacted Void Content of Fine Aggregate T 308, Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method T 312, Preparin
14、g and Determining the Density of Hot Mix Asphalt (HMA) Specimens by Means of the Superpave Gyratory Compactor “Guidelines for Establishing a Technician Training and Certification Program,” National Quality Initiative Steering Committee, September 1997 Implementation Manual for Quality Assurance, Joi
15、nt Construction Quality Assurance Task Force, 1995 Quality Assurance Guide Specification, Joint Construction Quality Assurance Task Force, 1995 2.2. ASTM Standards: C 1064/C 1064M, Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete D 1560, Standard Test Methods for Resis
16、tance to Deformation and Cohesion of Bituminous Mixtures by Means of Hveem Apparatus D 4791, Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate D 5821, Standard Test Method for Determining the Percentage of Fractured Particles in Coarse
17、Aggregate 2.3. Federal Highway Administration: “Quality Control/Quality AssuranceTechnician Training and Certification/Qualification,” June 1997, National Task Group for Technician Training and Certification, sponsored by FHWA 2014 by the American Association of State Highway and Transportation Offi
18、cials.All rights reserved. Duplication is a violation of applicable law.TS-5c R 25-3 AASHTO 3. INTRODUCTION 3.1. This guideline is provided to: a) Help individual states, and where desired, combinations of states and other public agencies develop a TQP for use in conjunction with quality assurance (
19、QA) specifications as described in the Implementation Manual for Quality Assurance and the Quality Assurance Guide Specification. b) Describe the activities and organizational needs for the development and operation of a technician qualification program that provides a flexible and effective means f
20、or ensuring qualified personnel perform sampling and testing. c) Describe coverage for Level I tests, the basic tests performed to identify material or product characteristics, for acceptance and/or payment under project contracts incorporating soils, aggregates, portland cement concrete, and hot mi
21、x asphalt. Examples of the basic tests that could be included under Level I are shown in Appendix A. d) More advanced levels of training and qualification within a TQP are not covered by this guideline but may be considered to address mix designs, plant control, and quality control/quality assurance
22、 (QC/QA) operations. 3.1.1. A successful TQP requires the full support and commitment from agencies and industry that have a vested interest in technician training and qualification. Involvement of all those with a common interest in technician training and qualification helps in understanding the m
23、ultiple perspectives of the team members, and this, in turn, helps develop policies and procedures that will be supported by their respective organizations. 3.1.2. Development of an agreement at the program inception and prior to major changes is recommended as the best means for gaining the needed
24、understanding and support for the program. 3.1.3. Consideration of reciprocal agreements between states, and where feasible, regions, regarding materials technician qualification acceptance is a means of addressing economy and business process efficiencies and should be an integral part of all TQPs.
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