AASHTO R 25-2018 Standard Practice for Technician Training and Certification Programs.pdf
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1、Standard Practice for Technician Training and Certification Programs AASHTO Designation: R 25-18 Tech Section: 5c, Quality Assurance and Environmental Release: Group 1 (April) American Association of State Highway and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C.
2、 20001 TS-5c R 25-1 AASHTO Standard Practice for Technician Training and Certification Programs AASHTO Designation: R 25-18 Tech Section: 5c, Quality Assurance and Environmental Release: Group 1 (April) 1. SCOPE AND LIMITATION 1.1. This document provides a guideline for establishing evaluation and c
3、ertification procedures for personnel engaged in sampling and testing of soils, aggregates, asphalt mixture, and portland cement concrete in accordance with AASHTO test methods. The guideline is intended for use by organizations providing certification of sampling and testing technicians at the basi
4、c testing level for acceptance of materials and independent assurance testing. 1.2. The terms used in this standard regarding “technician” or “certification” are meant to be generic descriptions. The term “qualification” is equivalent to “certification” within this standard. Each state will need to
5、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 certification program (TCP). 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards and Publications:
6、R 47, Reducing Samples of Hot Mix Asphalt (HMA) to Testing Size R 76, Reducing Samples of Aggregate to Testing Size T 2, Sampling of Aggregates T 11, Materials Finer Than 75-m (No. 200) Sieve in Mineral Aggregates by Washing T 19M/T 19, Bulk Density (“Unit Weight”) and Voids in Aggregate T 22, Compr
7、essive 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 44, Solubility of Bituminous Materials T 84, Specific Gravity and Absorption of Fine Aggregate T 85, Specific Gravity and Absorption of
8、Coarse Aggregate T 89, Determining the Liquid Limit of Soils T 90, Determining the Plastic Limit and Plasticity Index of Soils T 99, MoistureDensity Relations of Soils Using a 2.5-kg (5.5-lb) Rammer and a 305-mm (12-in.) Drop 2018 by the American Association of State Highway and Transportation Offic
9、ials. All rights reserved. Duplication is a violation of applicable law.TS-5c R 25-2 AASHTO T 113, Lightweight Pieces in Aggregate T 119M/T 119, Slump of Hydraulic Cement Concrete T 121M/T 121, Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete T 152, Air Content of Freshly Mixe
10、d Concrete by the Pressure Method T 166, Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures 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, MoistureDensity Relations
11、of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop 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 Mixtures Using Marshall
12、Apparatus T 255, Total Evaporable Moisture Content of Aggregate by Drying T 269, Percent Air Voids in Compacted Dense and Open Asphalt Mixtures T 283, Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage T 304, Uncompacted Void Content of Fine Aggregate T 308, Determining the Asphalt
13、Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method T 309, Temperature of Freshly Mixed Portland Cement Concrete T 310, In-Place Density and Moisture Content of Soil and SoilAggregate by Nuclear Methods (Shallow Depth) T 312, Preparing and Determining the Density of Asphalt Mixture Specim
14、ens by Means of the Superpave Gyratory Compactor T 329, Moisture Content of Asphalt Mixtures by Oven Method T 335, Determining the Percentage of Fracture in Coarse Aggregate T 355, In-Place Density of Asphalt Mixtures by Nuclear Methods Implementation Manual for Quality Assurance, Joint Construction
15、 Quality Assurance Task Force, 1995 Quality Assurance Guide Specification, Joint Construction Quality Assurance Task Force, 1995 2.2. ASTM Standards: D4791, Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate 3. INTRODUCTION 3.1. This gui
16、deline is provided to: Help individual states, and where desired, combinations of states and other public agencies develop a TCP for use in conjunction with quality assurance (QA) specifications as described in the Implementation Manual for Quality Assurance and the Quality Assurance Guide Specifica
17、tion. Describe the activities and organizational needs for the development and operation of a TCP that provides a flexible and effective means for ensuring qualified personnel perform sampling and testing. Identify the commonly used tests performed to ascertain material or product characteristics, f
18、or acceptance and/or payment under project contracts incorporating soils, aggregates, 2018 by the American Association of State Highway and Transportation Officials. All rights reserved. Duplication is a violation of applicable law.TS-5c R 25-3 AASHTO portland cement concrete (PCC), and asphalt mixt
19、ure. Examples of these tests are shown in Appendix X1. 3.1.1. A successful TCP requires the full support and commitment from agencies and industry that have a vested interest in technician training and certification. Involvement of all those with a common interest in technician training and certific
20、ation helps in understanding the multiple 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
21、best means for gaining the needed understanding and support for the program. 3.1.3. Consideration of reciprocal agreements between states, and where feasible, regions, regarding materials technician certification acceptance is a means of addressing economy and business process efficiencies and shoul
22、d be an integral part of all TCPs. 3.2. Background: 3.2.1. Historic roles and responsibilities of industry and agencies have changed for sampling and testing activities under QA specifications. QA specifications allow the use of contractor test results in the acceptance decision, and the use of cons
23、ultants in independent assurance and verification sampling and testing programs. 3.2.2. Certification programs and associated training have been shown to be an effective tool for improving the quality of highways and bridges by verifying that essential knowledge and skills are possessed by agency or
24、 industry personnel who monitor, inspect, and control construction operations. Certification programs for personnel have proven to be useful, common “yardsticks” for measuring expertise and performance among public transportation agencies, private construction contractors, and independent materials
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