GB/T 29050-2012 English PDFUS$189.00 ยท In stock
Delivery: <= 3 days. True-PDF full-copy in English will be manually translated and delivered via email. GB/T 29050-2012: Anti-rutting agent asphalt concrete for road engineering Status: Valid
Basic dataStandard ID: GB/T 29050-2012 (GB/T29050-2012)Description (Translated English): Anti-rutting agent asphalt concrete for road engineering Sector / Industry: National Standard (Recommended) Classification of Chinese Standard: Q20 Classification of International Standard: 93.080.20 Word Count Estimation: 8,886 Quoted Standard: GB/T 1033.1; GB/T 1034; GB/T 3682; JTG E20-2011; JTG F40-2004 Regulation (derived from): National Standards Bulletin No. 41 of 2012 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 road with anti- rutting agent asphalt concrete terms and definitions, requirements, test methods, inspection rules and transport. This standard applies to rutting Jing mixing with asphalt concrete road test and use. GB/T 29050-2012: Anti-rutting agent asphalt concrete for road engineering---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.Anti-rutting agent asphalt concrete for road engineering ICS 93.080.20 Q20 National Standards of People's Republic of China Road with asphalt concrete anti-rutting agent Issued on. 2012-12-31 2013-09-01 implementation Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China Standardization Administration of China released ForewordThis 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 was drafted. Shenzhen Ocean Power Industrial Co., Ltd., Yunnan Road Development Investment Co., Ltd., Chang'an University, Yunnan Institute of Science and Technology Highway, Ocean Power Technology Co., Ltd. Heyuan. The main drafters of this standard. He Weiping, Xushi Guo, Xiefeng Yu, Yang Qiang, HAO, Zhang Xiankang, Tian Wei Qun, Zhang Yang, Gao Yunlong. Road with asphalt concrete anti-rutting agent1 ScopeThis standard specifies the terms and definitions for road asphalt concrete anti-rutting agent, requirements, test methods, inspection rules and transport. This standard applies to adding anti-rutting agent-road testing and use of asphalt concrete.2 Normative referencesThe 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. 1033.1 Non-plastic foam density measurement GB/T Part 1. Immersion method, liquid pyknometer method and titration method Determination of GB/T 1034 plastic water absorption Determination of GB/T 3682 thermoplastic melt flow rate and melt volume flow rate JTGE20-2011 Highway Engineering asphalt and asphalt testing procedures JTGF40-2004 asphalt pavement construction specifications3 Terms and DefinitionsThe following terms and definitions apply to this document. 3.1 Asphalt concrete anti-rutting agent asphaltconcreteanti-ruttingagent After a certain process of synthetic polymers to improve asphalt concrete rutting resistance of Mixed modifier. 3.2 MFR meltmass-flowrate (MFR) Asphalt concrete anti-rutting agent at a certain temperature and pressure, melt in 10min by standard capillary weight value. 3.3 Dynamic Stability dynamicstability After a predetermined condition when the asphalt concrete rutting test, the deformation of the specimen into the stable, each generating 1mm tread deformation test of the wheel Walking times. 3.4 Residual stability residualstability Marshall stability and not soggy standard Marshall stability at a temperature of water for a certain time after the asphalt concrete specimens Ratio. 3.5 Freeze-thaw splitting retained strength than freeze-thawsplittingtensilestrengthratio Under specified conditions of asphalt concrete specimens were freeze-thaw cycles, then splitting strength test specimens before and after freezing and thawing by splitting Intensity ratio. ......Tips & Frequently Asked Questions:Question 1: How long will the true-PDF of GB/T 29050-2012_English be delivered?Answer: Upon your order, we will start to translate GB/T 29050-2012_English as soon as possible, and keep you informed of the progress. 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