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GB/T 30596-2014 English PDF

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GB/T 30596-2014: Warm mix asphalt concrete
Status: Valid
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GB/T 30596-2014English189 Add to Cart 3 days [Need to translate] Warm mix asphalt concrete Valid GB/T 30596-2014

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Basic data

Standard ID GB/T 30596-2014 (GB/T30596-2014)
Description (Translated English) Warm mix asphalt concrete
Sector / Industry National Standard (Recommended)
Classification of Chinese Standard Q20
Classification of International Standard 93.080.20
Word Count Estimation 8,816
Date of Issue 6/9/2014
Date of Implementation 12/1/2014
Quoted Standard GB/T 617; GB/T 1033.1; GB/T 6365; GB/T 6368; GB/T 13173; GB/T 21775; JTG E20; JTG F40-2004; QB/T 1768
Regulation (derived from) National Standards Bulletin No. 11 of 2014
Issuing agency(ies) General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China
Summary This Standard specifies the warm mix asphalt concrete terms and definitions, requirements, test methods, inspection rules and transport. This Standard applies to warm mix production, testing and use of asphalt concrete.

GB/T 30596-2014: Warm mix asphalt concrete

---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Warm mix asphalt concrete ICS 93.080.20 Q20 National Standards of People's Republic of China Warm Mix Asphalt Issued on. 2014-06-09 2014-12-01 implementation Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China Standardization Administration of China released

Foreword

This standard was drafted in accordance with GB/T 1.1-2009 given rules. The standard proposed by the Ministry of Housing and Urban-Rural Development of the People's Republic of China. This standard by the National Standardization Technical Committee on Concrete (SAC/TC458) centralized. This standard is drafted by. Shenzhen Haichuan Industry Corp.. Participated in the drafting of this standard. Yunnan Road Development Investment Co., Ltd., Yunnan Institute of Science and Technology Highway, Qinghai post Through the Institute of Science, Shanghai Qipeng Engineering Materials Technology Co., Ltd. Guangdong Haichuan Technology Co., Ltd., Changsha University, Yunnan Yunling high speed Road and Bridge Company Limited. The main drafters of this standard. He Weiping, Xushi Guo, Wang Gao, Yang Qiang, Zhang Xiankang, Tian Wei Qun, room Jianhong, Zhang Jie, Zheng Wei, Liang Zhongshan, Li, Dongjiang Feng, Zhou Zhigang, Ma Yun, Chen Zhou Xiang, Li Rongsheng, Gao Yunlong, Li River too, Li Zhiying, Pan Xin. Warm Mix Asphalt

1 Scope

This standard specifies the warm mix asphalt concrete terms and definitions, requirements, test methods, inspection rules and transport. This standard applies to warm mix production, testing and use of asphalt concrete.

2 Normative references

The following documents for the application of this document is essential. For dated references, only the dated version suitable for use herein Member. For undated references, the latest edition (including any amendments) applies to this document. GB/T 617 chemical reagent melting range determination General Method 1033.1 Non-plastic foam density measurement GB/T Part 1. Immersion method, liquid pyknometer method and titration method GB/T 6365 surfactant free alkalinity or free acidity - Titrimetric method Determination of GB/T 6368 aqueous surfactant solution of pH potentiometric method GB/T 13173 Test Method detergent surfactants GB/T 21775 Determination of flash point - Closed cup equilibrium method JTGE20 Highway Engineering asphalt and asphalt testing procedures JTGF40-2004 asphalt pavement construction specifications QB/T 1768 4A Zeolite detergent

3 Terms and Definitions

The following terms and definitions apply to this document. 3.1 By the incorporation of warm mix additives, asphalt mixture mixing, rolling temperature than similar hot mix asphalt corresponding decrease above 30 ℃, Without substantially changing the asphalt mixture ratio and construction technology of the premise, road performance in line with the requirements of this asphalt. 3.2 Warm Mix additive warmmixadditive By physical and/or chemical action, can significantly reduce hot asphalt viscosity and improve the workability of the mix to add material. 3.3 Surfactant-type warm mix additives warmmixsurfactantadditive Can significantly reduce the high temperature viscosity of the asphalt surface active material added. 3.4 The organic viscosity-type warm mix additives warmmixorganicvisbreakingadditive Can significantly reduce the viscosity of the low melting temperature of asphalt to add organic material. 3.5 Mineral foaming warm mix additives warmmixmineralfoamingadditive By releasing moisture, micro-foamed asphalt, asphalt mix significantly lower high temperature viscosity of a porous or porous mineral water mineral water

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