市政工程路基压实度、灰剂量检验汇总表.doc

路基、路面灰剂量、压实度检验汇总表 共8页 第1页工程名称：*工程项目 施工单位：*交通建设工程有限公司桩号填筑材料填筑层次设计剂量（%）要求压实度（%）实测灰剂量（%）实测压实度（%）K0+800-K1+269机动车道 2%水泥+8%石灰路基填筑NO.1109610.09.19.39.39.19.39.29.597.697.696.497.697.697.096.497.697.696.498.296.497.096.497.098.297.097.096.497.096.497.096.498.296.497.098.297.097.097.096.497.698.2K0+800-K1+269非机动车道2%水泥+8%石灰路基填筑NO.110949.79.69.39.494.795.395.394.794.795.394.794.794.794.795.395.996.494.795.994.195.395.3K0+800-K1+269机动车道 2%水泥+8%石灰路基填筑NO.2109610.09.39.29.49.49.69.39.696.497.696.497.097.096.497.697.097.696.497.697.096.497.697.098.296.497.098.298.296.497.096.498.297.097.697.096.496.496.497.098.297.0K0+800-K1+269非机动车道2%水泥+8%石灰路基填筑NO.210949.29.49.610.094.794.795.395.396.495.395.396.495.394.794.795.395.994.795.394.794.794.7汇总人： 校核人： 项目技术负责人： 汇总日期：路基、路面灰剂量、压实度检验汇总表 共8页 第2页工程名称：*工程项目 施工单位：*交通建设工程有限公司桩号填筑材料填筑层次设计剂量（%）要求压实度（%）实测灰剂量（%）实测压实度（%）K0+800-K1+269机动车道 2%水泥+8%石灰路基填筑NO.310969.39.39.69.59.39.69.49.498.297.697.697.098.297.097.097.09.59.39.19.29.09.49.69.596.497.697.697.096.497.697.698.29.69.39.39.49.397.697.696.497.697.097.097.097.097.697.098.296.496.497.697.097.696.497.098.296.4K0+800-K1+269非机动车道2%水泥+8%石灰路基填筑NO.310969.39.59.49.69.19.39.49.797.696.497.097.697.098.296.496.49.69.29.39.096.497.097.697.697.697.097.096.497.696.4K0+800-K1+269机动车道 2%水泥+8%石灰路基填筑NO.4109610.09.79.69.89.89.39.39.597.697.697.697.098.297.697.096.49.59.49.69.49.59.39.410.197.098.297.097.696.496.497.098.29.99.397.698.297.096.497.098.297.697.098.297.097.697.098.297.697.097.697.697.697.097.0K0+800-K1+269非机动车道2%水泥+8%石灰路基填筑NO.410969.39.29.19.19.29.39.29.297.097.697.697.697.697.097.697.69.59.79.89.797.096.497.698.297.698.297.097.097.097.6汇总人： 校核人： 项目技术负责人： 汇总日期：路基、路面灰剂量、压实度检验汇总表 共8页 第3页工程名称：*工程项目 施工单位：*交通建设工程有限公司桩号填筑材料填筑层次设计剂量（%）要求压实度（%）实测灰剂量（%）实测压实度（%）K0+500-K0+800机动车道 6%石灰原地面处理6906.15.95.76.16.25.75.76.190.891.990.890.891.991.390.290.890.891.391.991.991.991.391.991.991.990.891.991.390.890.890.891.9K0+800-K1+269非机动车道6%石灰原地面处理6905.95.86.090.892.590.890.891.991.991.990.291.390.890.891.3K0+500-K0+800机动车道2%水泥+8%石灰路基填筑NO.110949.39.29.39.59.29.39.39.394.795.995.395.395.394.195.395.99.195.395.995.394.795.995.394.795.995.994.795.995.394.795.995.394.7K0+500-K0+800非机动车道2%水泥+8%石灰路基填筑NO.110949.39.39.29.49.19.595.395.995.395.394.794.794.795.994.195.394.795.9K0+500-K0+800机动车道2%水泥+8%石灰路基填筑NO.210969.49.39.29.29.39.49.49.397.097.697.097.097.698.298.297.09.49.59.59.397.697.097.097.097.697.697.097.697.696.496.497.097.0K0+500-K0+800非机动车道2%水泥+8%石灰路基填筑NO.210969.39.39.49.49.49.29.49.297.696.497.096.497.097.097.097.698.296.497.696.4汇总人： 校核人： 项目技术负责人： 汇总日期：路基、路面灰剂量、压实度检验汇总表 共8页 第4页工程名称：*工程项目 施工单位：*交通建设工程有限公司桩号填筑材料填筑层次设计剂量（%）要求压实度（%）实测灰剂量（%）实测压实度（%）K0+500-K0+800机动车道2%水泥+8%石灰路基填筑NO.310969.19.49.59.39.59.59.79.897.696.497.697.697.096.496.497.09.49.59.59.297.097.697.096.497.696.498.297.697.097.098.297.096.4K0+500-K0+800非机动车道2%水泥+8%石灰路基填筑NO.310969.39.49.69.59.79.497.096.497.097.698.297.096.496.496.497.698.297.0K0+300-K0+500机动车道6%石灰原地面处理6905.65.65.65.55.492.591.990.891.390.890.891.390.291.990.291.991.390.290.891.3K0+300-K0+500非机动车道6%石灰原地面处理6905.35.490.890.890.290.892.591.9K0+300-K0+500机动车道2%水泥+8%石灰路基填筑NO.110949.39.49.49.39.49.294.794.795.995.994.794.195.995.395.394.795.394.794.795.394.1K0+300-K0+50非机动车道2%水泥+8%石灰路基填筑NO.110949.99.79.39.495.394.795.995.994.796.4K0+300-K0+500机动车道2%水泥+8%石灰路基填筑NO.210969.49.49.29.39.29.598.297.096.496.497.097.697.097.096.496.497.697.098.297.096.4K0+300-K0+50非机动车道2%水泥+8%石灰路基填筑NO.210969.59.69.29.198.296.497.097.08.296.4汇总人： 校核人： 项目技术负责人： 汇总日期：路基、路面灰剂量、压实度检验汇总表 共8页 第5页工程名称：*工程项目 施工单位：*交通建设工程有限公司桩号填筑材料填筑层次设计剂量（%）要求压实度（%）实测灰剂量（%）实测压实度（%）K0+300-K0+500机动车道2%水泥+8%石灰路基填筑NO.310969.69.69.29.19.49.39.39.398.296.497.097.097.097.097.097.09.597.096.497.097.697.697.097.0K0+300-K0+50非机动车道2%水泥+8%石灰路基填筑NO.310969.49.69.79.89.49.397.096.497.097.697.697.0K0+030-K0+300机动车道6%石灰原地面处理6905.25.35.25.55.85.75.590.891.990.291.390.291.991.390.890.890.290.291.990.891.991.991.391.991.390.891.991.3K0+030-K0+300非机动车道6%石灰原地面处理6905.45.690.890.291.391.991.390.891.391.391.990.891.990.2K0+030-K0+300机动车道2%水泥+8%石灰路基填筑NO.110949.29.39.29.39.49.39.49.495.995.394.795.995.995.394.795.39.594.794.795.994.195.395.994.794.795.394.794.194.194.7K0+030-K0+300非机动车道2%水泥+8%石灰路基填筑NO.110949.49.49.39.694.795.394.794.794.195.395.995.995.995.395.994.7K0+030-K0+300机动车道2%水泥+8%石灰路基填筑NO.210969.89.59.59.59.49.19.396.497.696.497.097.697.097.697.097.697.697.097.097.097.097.098.296.496.497.098.297.0汇总人： 校核人： 项目技术负责人： 汇总日期：路基、路面灰剂量、压实度检验汇总表 共8页 第6页工程名称：*工程项目 施工单位：*交通建设工程有限公司桩号填筑材料填筑层次设计剂量（%）要求压实度（%）实测灰剂量（%）实测压实度（%）K0+030-K0+300非机动车道2%水泥+8%石灰路基填筑NO.2109610.19.99.89.697.097.097.696.496.497.097.097.697.097.097.696.4K0+030-K0+300机动车道2%水泥+8%石灰路基填筑NO.310969.39.39.29.39.29.39.29.397.098.296.498.298.297.098.297.09.59.39.29.097.098.297.097.097.697.698.298.298.297.697.097.097.0K0+030-K0+300非机动车道2%水泥+8%石灰路基填筑NO.310969.39.39.29.39.39.597.698.296.497.696.498.298.297.098.297.097.697.0K0+030-K0+400机动车道12%石灰底基层129511.411.511.311.411.311.496.497.095.897.695.895.897.096.495.8K0+030-K0+400非机动车道12%石灰底基层129511.311.311.411.311.311.297.695.295.897.6K0+400-K0+800机动车道12%石灰底基层129511.611.611.411.411.611.697.095.295.295.297.097.695.296.497.696.4K0+400-K0+800非机动车道12%石灰底基层129511.111.411.611.595.897.695.895.8汇总人： 校核人： 项目技术负责人： 汇总日期：路基、路面灰剂量、压实度检验汇总表 共8页 第7页工程名称：*工程项目 施工单位：*交通建设工程有限公司桩号填筑材料填筑层次设计剂量（%）要求压实度（%）实测灰剂量（%）实测压实度（%）K0+800-K1+269机动车道12%石灰底基层129511.111.311.611.511.411.711.911.895.895.897.696.495.895.295.897.097.097.095.896.495.897.097.695.897.097.096.495.897.095.897.097.095.895.896.496.495.296.495.895.896.4K0+800-K1+269非机动车道12%石灰底基层129511.911.711.311.511.611.411.311.496.495.895.895.896.495.897.095.895.896.495.297.096.495.295.897.095.895.8K0+030-K0+400机动车道水稳NO.14.5984.84.64.34.34.23.73.94.198.399.698.399.698.399.198.798.34.24.599.198.7K0+400-K0+800机动车道水稳NO.14.5984.03.94.24.24.04.33.94.099.199.198.399.199.698.799.699.14.03.899.199.1K0+800-K1+269机动车道水稳NO.14.5984.14.24.03.94.04.14.24.498.798.798.398.399.198.398.398.34.03.94.23.999.699.198.398.3K0+030-K0+600机动车道水稳NO.24.5984.44.24.24.24.24.24.34.299.198.798.398.798.398.799199.64.24.24.24.34.24.499.699.199.198.398.798.798.3汇总人： 校核人： 项目技术负责人： 汇总日期：路基、路面灰剂量、压实度检验汇总表 共8页 第8页工程名称：*工程项目 施工单位：*交通建设工程有限公司桩号填筑材料填筑层次设计剂量（%）要求压实度（%）实测灰剂量（%）实测压实度（%）K0+600-K1+269机动车道水稳NO.24.5984.64.34.14.34.24.54.44.499.199.198.799.199198.799.198.74.24.34.54.64.74.44.54.799.198.799.198.398.798.799.198.3K0+030-K0+600右非机动车道水稳NO.14.5984.34.14.197.498.397.4K0+030-K0+600左非机动车道水稳NO.14.5984.14.34.298.397.497.9K0+600-K1+269非机动车道水稳NO.14.5984.34.03.84.03.84.14.03.797.498.397.097.497.498.398.397.4汇总人： 校核人： 项目技术负责人： 汇总日期：专业文档供参考，如有帮助请下载。