特殊过程确认表 [复制链接]

特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：台背回填                                         编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
            X030线阜界路界首段    K11+090 小桥台背回填ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
汽油打夯机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员2名      技术员2人   普工6人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、    在进行台背回填前，应对现场作业人员进行技术交底工作，并要求施工人员树立质量意识，严格按照施工技术规范进行施工；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、首先控制回填用灰土计量，及土颗粒大小、拌和均匀性。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、其次检查回填前基底清理是否干净；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、再次控制每层回填松铺厚度不大于20cm，每层夯实厚度不大于15cm；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、控制每层夯实遍数，采用灌砂法检测压实度，压实度要求达到93%以上；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、最后控制顶层平整度及高程（最后一层要求用压路机压实）。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
     能够按照技术交底内容进行石灰用量、石灰土拌合、基底清理、松铺、夯实遍数、压实厚度、压实度、各回填层搭接及高程控制。且各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                  监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                          2008年 5月 5日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：新老路衔接处                                    编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
X030线阜界路界首段ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
自卸车一台   旋耕机一台   稳定粒料拌合机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员2名      技术员3人   普工12人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、    在进行新老路衔接搭接处施工前，应对现场作业人员进行技术交底工作，并要求施工人员树立质量意识，严格按照施工技术规范及设计进行施工；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、首先控制回填用灰土计量，及土颗粒大小、拌和均匀性。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、其次检查新老路衔接处开挖台阶是否符合要求，一般情况为高20cm*宽50cm；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、再次控制松铺厚度，并且确保新老路衔接处厚度符合设计要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、控制碾压遍数及碾压功率，针对衔接处着重碾压，采用灌砂法检测压实度，压实度需达到设计及质量检验评定标准要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、控制顶层平整度及高程；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
7、按照规范要求，对已碾压成型的石灰土进行养护。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
     各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                        监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                                  2008年 7月 12日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：台背回填                                         编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
           X062线韦庙路       K47+113 小桥台背回填ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
汽油打夯机一台        自卸车   ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员1名      技术员1人   普工6人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、在进行台背回填前，应对现场作业人员进行技术交底工作，并要求施工人员树立质量意识，严格按照施工技术规范进行施工；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、首先控制回填用灰土计量，及土颗粒大小、拌和均匀性。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、其次检查回填前基底清理是否干净；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、再次控制每层回填松铺厚度不大于20cm，每层夯实厚度不大于15cm；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、控制每层夯实遍数，采用灌砂法检测压实度，压实度要求达到93%以上；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、最后控制顶层平整度及高程（最后一层要求用压路机压实）。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    石灰用量、石灰土拌合、基底清理、松铺、夯实遍数、压实厚度、压实度、各回填层搭接及高程控制等各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                  监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                          2008年 6月 13日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：新老路衔接处                                    编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
X062线韦庙路ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
自卸车一台   旋耕机一台   稳定粒料拌合机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员2名      技术员2人   普工8人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、在进行新老路衔接搭接处施工前，应对现场作业人员进行技术交底工作，并要求施工人员树立质量意识，严格按照施工技术规范及设计进行施工；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、首先控制回填用灰土计量，及土颗粒大小、拌和均匀性。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、其次检查新老路衔接处开挖台阶是否符合要求，一般情况为高20cm*宽50cm；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、再次控制松铺厚度，并且确保新老路衔接处厚度符合设计要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、控制碾压遍数及碾压功率，针对衔接处着重碾压，采用灌砂法检测压实度，压实度需达到设计及质量检验评定标准要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、控制顶层平整度及高程；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
7、按照规范要求，对已碾压成型的石灰土进行养护。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
     各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                        监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                                  2008年 8月 14日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：台背回填                                         编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
           X059地王路      K137+750 涵洞台背回填ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
汽油打夯机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员1名      技术员1人   普工5人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、在进行台背回填前，应对现场作业人员进行技术交底工作，并要求施工人员树立质量意识，严格按照施工技术规范进行施工；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、首先控制回填用灰土计量，及土颗粒大小、拌和均匀性。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、其次检查回填前基底清理是否干净；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、再次控制每层回填松铺厚度不大于20cm，每层夯实厚度不大于15cm；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、控制每层夯实遍数，采用灌砂法检测压实度，压实度要求达到93%以上；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、最后控制顶层平整度及高程（最后一层要求用压路机压实）。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
     能够按照技术交底内容进行石灰用量、石灰土拌合、基底清理、松铺、夯实遍数、压实厚度、压实度、各回填层搭接及高程控制。且各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                  监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                          2008年 6月 22日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：新老路衔接处                                    编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
X059地王路ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
   旋耕机一台   稳定粒料拌合机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y21-25压路机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员2名      技术员3人   普工12人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、在进行新老路衔接搭接处施工前，应对现场作业人员进行技术交底工作，并要求施工人员树立质量意识，严格按照施工技术规范及设计进行施工；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、首先控制回填用灰土计量，及土颗粒大小、拌和均匀性。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、其次检查新老路衔接处开挖台阶是否符合要求，一般情况为高20cm*宽50cm；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、再次控制松铺厚度，并且确保新老路衔接处厚度符合设计要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、控制碾压遍数及碾压功率，针对衔接处着重碾压，采用灌砂法检测压实度，压实度需达到设计及质量检验评定标准要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、控制顶层平整度及高程；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
7、按照规范要求，对已碾压成型的石灰土进行养护。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
     各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                        监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                                  2008年 8月 19日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：水泥稳定碎石                                        编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
X059线地王路ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机二台     震动压路机一台     摊铺机一台  自卸车12辆ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员3名      技术员4人   普工18人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、    验证承包单位关于水泥稳定碎石配合比及强度；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、    按照规范及设计要求，在摊铺机两侧树立模板，保证模板支撑稳定，并拉线引导摊铺机行走；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、    严格按照施工技术规范要求控制摊铺机行走速度及稳定性；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、    按照试验段确定松浦系数，确定松浦厚度，保证摊铺后压实厚度满足设计及规范要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、    严格按照规范要求对已摊铺水泥稳定碎石进行碾压，压路机碾压方向及遍数应严格遵循规范要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、    碾压完毕后，及时覆盖养护。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
       各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                  监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                          2008年 8月 31日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：台背回填                                         编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
            X017陶杨路陶任段     K52+054 小桥台背回填ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
汽油打夯机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员1名      技术员1人   普工5人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、在进行台背回填前，应对现场作业人员进行技术交底工作，并要求施工人员树立质量意识，严格按照施工技术规范进行施工；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、首先控制回填用灰土计量，及土颗粒大小、拌和均匀性。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、其次检查回填前基底清理是否干净；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、再次控制每层回填松铺厚度不大于20cm，每层夯实厚度不大于15cm；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、控制每层夯实遍数，采用灌砂法检测压实度，压实度要求达到93%以上；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、控制顶层平整度及高程（最后一层要求用压路机压实）；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
7、碾压结束后应注意洒水养护。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                  监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                          2008年 6月 26日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：新老路衔接处                                    编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
X030线阜界路界首段ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
旋耕机一台   稳定粒料拌合机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机一台ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员2名      技术员2人   普工7人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、    在进行新老路衔接搭接处施工前，应对现场作业人员进行技术交底工作，并要求施工人员树立质量意识，严格按照施工技术规范及设计进行施工；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、首先控制回填用灰土计量，及土颗粒大小、拌和均匀性。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、其次检查新老路衔接处开挖台阶是否符合要求，一般情况为高20cm*宽50cm；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、再次控制松铺厚度，并且确保新老路衔接处厚度符合设计要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、控制碾压遍数及碾压功率，针对衔接处着重碾压，采用灌砂法检测压实度，压实度需达到设计及质量检验评定标准要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、控制顶层平整度及高程；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
7、按照规范要求，对已碾压成型的石灰土进行养护。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
     各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                        监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                                  2008年 7月 21日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
特殊过程确认表ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工项目：水泥稳定碎石                                        编号：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工桩号或结构物名称：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
           S035线宿阜路路面灾后恢复工程    ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工设备情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3Y18-21压路机二台     震动压路机一台     摊铺机一台  自卸车8辆ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
    满足施工要求ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工人员情况：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
管理人员3名      技术员4人   普工14人ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工工艺控制概述：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
1、    验证承包单位关于水泥稳定碎石配合比及强度；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
2、    按照规范及设计要求，在摊铺机两侧树立模板，保证模板支撑稳定，并拉线引导摊铺机行走；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
3、    严格按照施工技术规范要求控制摊铺机行走速度及稳定性；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
4、    按照试验段确定松浦系数，确定松浦厚度，保证摊铺后压实厚度满足设计及规范要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
5、    严格按照规范要求对已摊铺水泥稳定碎石进行碾压，压路机碾压方向及遍数应严格遵循规范要求；ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
6、    碾压完毕后，及时覆盖养护。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
施工效果评价：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
     水泥用量、水泥稳定碎石拌合、松铺、碾压遍数、压实厚度、压实度、强度等各项指标均能满足设计及施工技术规范要求。ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                  监理工程师：ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ
                                          2008年 8月 31日ýP0˜Â%Ž´õbbs.3c3t.com>V˜ß|1sÚ