桥梁施工台帐

第 1 页，共 19 页沿海高速公路沧州段四标五工区10-1 1.2 -27.296-27.6082.704 30 30.69831.01摩擦桩2009-6-6Ⅰ2009-6-53.402100 K39+295小桥L20-2 1.2 -27.197 -27.422.80430 30.55630.779摩擦桩2009-6-7Ⅰ2009-6-63.359100 K39+295小桥L30-3 1.2 -27.097-27.3772.903 30 30.58730.867摩擦桩2009-6-14Ⅰ2009-6-133.49100 K39+295小桥L40-4 1.2 -27.097-27.3122.903 30 30.39830.613摩擦桩2009-6-9Ⅰ2009-6-83.301100 K39+295小桥R50-5 1.2 -27.197-27.4572.80430 30.63730.897摩擦桩2009-6-13Ⅰ2009-6-113.44100 K39+295小桥R60-6 1.2 -27.296-27.5282.704 30 30.45330.685摩擦桩2009-6-11Ⅰ2009-6-103.157100 K39+295小桥R71-11.2-27.31 -27.515 2.6930 30.67530.88摩擦桩2009-5-31Ⅰ2009-5-303.365100 K39+295小桥L81-21.2-27.31 -27.4432.7930.130.5930.723摩擦桩2009-6-1Ⅰ2009-5-313.28100 K39+295小桥L91-31.2-27.11 -27.375 2.8930 30.46530.73摩擦桩2009-5-31Ⅰ2009-5-313.355100 K39+295小桥L101-4 1.2-27.11 -27.3652.8930 30.36930.624摩擦桩2009-6-2Ⅰ2009-6-13.259100 K39+295小桥R111-51.2-27.21 -27.5062.7930 30.37830.674摩擦桩2009-6-3Ⅰ2009-6-23.168100 K39+295小桥R121-6 1.2-27.31 -27.6322.693030.6831.002摩擦桩2009-6-5Ⅰ2009-6-43.37100 K39+295小桥R130-1 1.2 -31.699-32.0151.301 3334.26434.58摩擦桩2009-5-16Ⅰ2009-5-152.565100 K39+737小桥L计量情况（%）2009-5-16012009-6-122009-6-112009-5-302009-6-62009-6-12009-5-312009-6-132009-6-82009-6-22009-6-32009-6-5设计孔底标高(m)序号2009-6=5开孔日期实测孔深(m)终孔日期浇筑日期护筒顶标高（m）检测类别设计孔深(m)桩基施工台帐桩基类型设计桩长(m)桥梁名称设计桩顶标高(m)实测孔底标高(m)墩台号直径(m)桩基编号第 2 页，共 19 页沿海高速公路沧州段四标五工区计量情况（%）设计孔底标高(m)序号开孔日期实测孔深(m)终孔日期浇筑日期护筒顶标高（m）检测类别设计孔深(m)桩基施工台帐桩基类型设计桩长(m)桥梁名称设计桩顶标高(m)实测孔底标高(m)墩台号直径(m)桩基编号140-2 1.2 -31.699-32.0911.301 3334.28134.673摩擦桩2009-5-20Ⅰ2009-5-192.582100K39+737小桥L150-3 1.2 -31.699-31.9941.301 3334.18634.481摩擦桩2009-5-24Ⅰ2009-5-232.487100K39+737小桥L160-41.2 -31.699-31.9791...