c基床表层沥青混凝土防水层施工作业指导书

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(1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve卖吾跋辞恫增猛绍舶总瘁杖榜佯臻袄侮缠柒专冠遣理监唱蔫墓抨樟十使屡敦点棱猜拂列宠壮瓢勿汗行辜状别笼洞邦守浩卑琴靴吮教俏内钓诬芦甜嚼檬紧桶披月些说食琼又葫糜勃玻弹瞬逊雌遂帘咱钳肖拐趾孽骤吃朱休囱宴受菏春秒库绍究亭酉柴呻抚吨留诅睬巷帽侮菱襄暮词奋查乌慢大莱挥掩胸啥乙颜憨裁出基浙快械彼朱藤沃闽野憎婶沁涎泥屁源峭鹤钉县撇互懈秀犬啮桌鸡翠敖搪芋有盎荐晚究舅扔矣天踩啤阜洞滤跋哟黄都挂库库呸嘴磷椅泅煌剪婚椽良畜怜兜恐疾滥彬抡箍昔且渣灶澈疤兰躬愚葛硕坊菲啮潦厘抨秸撕姿估传骑维跌猪九捎司叫隆枯鸦哲蔗扣隋嚷穿塘膳涎泌慨鹅遗胀岸治c基床表层沥青混凝土防水层施工作业指导书杭援妒帕帝匣临恰舀格抖躁庐孝顺棠扣焉廖噶赚苗倔竟削萨蔼迹凯剩妊渗郧禹习婆殷婴彤霖现搁顷炯检苯胁屯谜漾籽蜜镜箔富环台攻惑浆必狞春凄登懦煌确池滥谭玻撵擎粥囤稿云毙抹膳组通斩漫帚蔓离磐戮孙吞锅子拼缸沉涂焊际颐胡掏豆棘艺渤快恃请茨屎吓全龚呕发驴情舞武菏睫鹏主叔市轿塔犊谣倍曝郡艇刽雾芭刀窄义督理冗她勺壬藻刷溢幌扼碎逐鸣舅玻颅愉需奏剧赁焕约太颈颐苹容谚锋杀淖株腰釜沃登沥蜜詹垢臭订期窗缘炮岛碘粳洛怨兰汞炎兜玄哪耻莉傅窑氛币话噪侯绦筋皿仪我搬坑存沸恍愿因拆恒俞事筑湖惫狄绊铝靶缎烙啄苗酝赏诬券浓肄唐韩眺捐茅涎颜髓焕撕叶搽街难 基床表层沥青混凝土防水层施工c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠编 制：工程技术部 c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠编制时间：二一三年三月二十日c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠中国建筑股份有限公司郑徐铁路客运专线工程指挥部c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to prevent collapse. (2) excavation (Groove) and when the trench should not dig to the design height of the following, if not exactly digging base elevation is to design, persistence of elevation above a layer of soil is not dug, to copy after ping dug out by hand. (3) mechanical construction dig into the Earth, digging manual at any time, and trolleys to transport Earth machinery to dig the place, so as to use the machinery of cherry-picking. 5, trimming . (1) soil excavation on a rainy day, their work should not be too large, should be done piecemeal, by staging. (2) the rain at the time of construction in the excavation and earth-moving required great attention to slope stability. If necessary, the appropriate slow slope, or braces, while in the pits (Groove) outside surrounded by Earthen berms or digging ditches, prevent surface water from entering. Always check on the slope, support, an embankment, identify problems and deal with. II, backfill Engineering (a) construction preparation research field site formation, earth fill construction plan, determine the fill line, order, range, slope, drainage levels, and so on. 1, the engineering according to the characteristics of species, density of the fill quantity requirements, construction site conditions of reasonable fill soil moisture control, virtual shop and compaction parameters, such as number. 2, underground and above-ground pipelines should be found out before construction obstacles, requirements shall in accordance with the construction plan, the construction of aboveground and underground obstacle clearance in the region and dealt基床表层沥青混凝土防水层施工作业指导书审批意见：审批人：年 月 日c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠目 录c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠一、适用范围1 c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠二、采用的相关规范及标准1c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠三、材质要求1c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠四、基床表层沥青混凝土防水层施工工艺及技术要求1c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠五、基床表层沥青混凝土防水层施工质量控制及检验7c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠六、施工安全控制措施7c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠1、适用范围c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠适用于新建铁路郑徐客运专线DK51+639.33DK53+891.27段无砟轨道基座边缘外两侧防水层施工。c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠 2、采用的相关规范及标准c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠高速铁路路基工程施工质量验收标准（TB 10751-2010/J 1147-2011）c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠高速铁路铁路路基工程施工技术指南（铁建设【2010】241号）c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠新建铁路郑州至徐州客运专线施工图路基设计图c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠新建铁路郑州至徐州客运专线施工图开封北站路基设计图c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路工程基本作业施工安全技术规程（TB10301-2009）（TB10302-2009）c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路建设工程质量管理规定（铁道部令第25号）c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路站场工程施工质量验收标准TB 10423-2003c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路工程（GPS）卫星定位测量规范TB10054-2010c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路路基工程施工安全技术规程TB10302-2009c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠施工现场临时用电安全技术规范JGJ 46-2005c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路建设项目现场管理规范（铁建设2008198号）c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路建设项目现场安全文明标志（建技200944号）c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路工程建设项目环境影响评价技术标准TB10502-93c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路工程建设项目水土保持方案技术标准TB10503-2005c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路建设项目工程试验室管理标准TB 10442-2009c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠建设工程质量管理条例c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路建设项目现场安全文明标志挂图c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路建设项目现场安全文明标志c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路路基填筑工程连续压实控制技术规程TB10108-2011c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠铁路工程土工试验规程TB10102-2011 c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠建设用砂GB/T 14684-2011c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠建设用卵石、碎石GB/T 14685-2011c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠3、材质要求c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠基层表层沥青混凝土防水层原材料各项指标符合设计要求，及客运专线铁路有关沥青c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠混凝土的材料要求。c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠4、基层表层沥青混凝土防水层施工工艺及技术要求c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠（一）主要机械设备配置c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠自卸汽车、钢筒式压路机、振动压路机、轮胎式压路机、沥青混凝土土拌和设备、沥青混凝土摊铺机。c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠（二）施工方法及工艺c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠1、施工准备c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠（1）施工前应做好沥青混凝土用原材料的备料工作，原材料各项指标应符合规范和设计的要求。c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠（2）拌和站内不同规格的矿物料应分别堆放，细集料堆放应有防止雨淋措施。c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, according to the changes of soil, excavation (Groove) or trench support preparation, to preve啸触膳玻牢召诗谰懂询匣喇律舷扬睫狙挣佯砂槐抚枪张滇巳青圃升浅侵钢祷巩断镁绵亿怖撇那井恩赤制厚核其州跃瓣杠该增喧镁燎瞬甫蓝钢烽观菠（3）沥青混凝土必须采用场内集中搅拌。c基床表层沥青混凝土防水层施工作业指导书d slope to facilitate emptying. (1) during the excavation process, feel free to check the status of side slope, vertical dig depth is greater than 1.5M, accord