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GB/T 24765-2009 English PDF

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GB/T 24765-2009English150 Add to Cart 0--9 seconds. Auto-delivery Steel slag for wearing asphalt pave Valid GB/T 24765-2009

PDF similar to GB/T 24765-2009


Standard similar to GB/T 24765-2009

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Basic data

Standard ID GB/T 24765-2009 (GB/T24765-2009)
Description (Translated English) Steel slag for wearing asphalt pave
Sector / Industry National Standard (Recommended)
Classification of Chinese Standard H54
Classification of International Standard 77.140.99
Word Count Estimation 12,114
Date of Issue 2009-12-15
Date of Implementation 2010-07-01
Quoted Standard GB/T 6003.1; GB 6566; GB/T 8170; JTG E40; JTG E42-2005; JTG F40; JTJ 052-2000; YB/T 140; YB/T 804
Regulation (derived from) National Standard Approval Announcement 2009 No.15 (Total No.155)
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 abrasion of asphalt pavement with terms and definitions slag, specifications, technical requirements, test methods, inspection rules, storage, transportation and quality certificate. This standard applies to asphalt pavement has a high abrasion resistance requirements for road projects.

GB/T 24765-2009: Steel slag for wearing asphalt pave

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Steel slag for wearing asphalt pave ICS 77.140.99 H54 National Standards of People's Republic of China Wear-resistant asphalt pavement with slag Posted 2009-12-15 2010-07-01 implementation Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China Standardization Administration of China released

Foreword

This standard Annex A, Annex B normative appendix. The standard proposed by China Iron and Steel Association. This standard is under the jurisdiction of the National Steel Standardization Technical Committee. This standard is drafted by. Shougang Resources Comprehensive Utilization Technology Development Company, Metallurgical Industry Information Standards Institute. Participated in the drafting of this standard. Beijing Municipal Engineering Research Institute, Hunan Valin Xiangtan Iron & Steel Co., Maanshan Iron & Steel Company Limited Division, Baosteel Development Company Limited new material. The main drafters of this standard. Meng Libin, Cui Li, Wu Bing, in the Charter, Li Chengyi, red, Chou Jinhui. Wear-resistant asphalt pavement with slag

1 Scope

This standard specifies the wear-resistant asphalt pavement with slag of terms and definitions, specifications, technical requirements, test methods, inspection rules, storage, transport And quality certificate. This standard applies to have a higher abrasion resistance requirements of the asphalt pavement in road projects.

2 Normative references

The following documents contain provisions which, through reference in this standard and become the standard terms. For dated references, subsequent Amendments (not including errata content) or revisions do not apply to this standard, however, encourage the parties to the agreement are based on research Whether the latest versions of these documents. For undated reference documents, the latest versions apply to this standard. GB/T 6003.1 Test sieves of metal wire cloth GB 6566 building materials radionuclide limits GB/T 8170 repair value expressed about the rules and limit values and judgment Road soil test procedures JTGE40 JTGE42-2005 aggregate testing procedures for highway engineering JTGF40 asphalt pavement construction specifications JTJ052-2000 Highway Engineering asphalt and asphalt testing procedures YB/T 140 chemical analysis of cement by slag YB/T 804 steel slag processing and use terminology

3 Terms and Definitions

YB/T 804 as well as established the following terms and definitions apply to this standard. 3.1 Under specified test conditions, the volume change after flooding slag.

4 Specification

Slag name should comply with the specifications of JTGF40. Steel slag coarse aggregate particle size should be in accordance with Table 1, the steel slag fine aggregate particle size should be in accordance with Table 2. Table 1 steel slag coarse aggregate particle size specification Specification Name NMAS mm By following mesh (mm) mass fraction /% 19 13.2 9.5 4.75 2.36 0.6 S10 10 ~ 15 100 90 ~ 100 0 ~ 15 0 ~ 5 - - S11 5 ~ 15 100 90 ~ 100 40 ~ 70 0 ~ 15 0 ~ 5 - S12 5 ~ 10 - 100 90 ~ 100 0 ~ 15 0 ~ 5 - S13 3 ~ 10 - 100 90 ~ 100 40 ~ 70 0 ~ 20 0 ~ 5 S14 3 ~ 5 - - 100 90 ~ 100 0 ~ 15 0 ~ 3