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1、鉆（沖）孔灌注樁施工資料匯總表GD2301025總承包單位樁基分包樁基分包負專業質量單位(子單位)工程名稱：教育培訓中心 施工總承包單位： 項目經理： 單位： 責人： 檢查員： 序號樁號開工日期驗收日期樁端持力層巖性進入持力層深度(m)沉渣厚度(mm)樁頂標高(m)樁長(m)樁徑(m)樁垂直度偏差(%)樁位偏差(mm)鋼筋籠混凝土工程長度(m)縱筋數量、級別、直徑、間距箍筋直徑、級別、間距頂部標高(m)坍落度(mm)混凝土澆筑量混凝土強度(Mpa)理論用量(m3)實際用量(m3)混凝土充盈系數設計強度等級試塊其他檢測結果設計實測設計實測設計實測設計實測設計實測試塊強度報告編號11微風化1.322、0-5.5-4.278.07.90.80.90.2128.547.3714181508100200-4.96-4.962103.976.51.64C2532.6BG/HY050131-3129微風化1.430-5.6-3.893.07.71.21.250.18263.545.8922181508100200-5.06-5.061957.919.01.13C2529.5BG/HY050131-3138微風化0.910-5.6-3.97.07.770.80.850.23507.546.6714181508100200-5.06-5.062003.955.01.26C2529.0BG/HY050133、1-31414微風化0.830-5.6-4.86.57.180.80.850.45377.046.9814181508100200-5.06-5.062053.64.31.19C2528.8BG/HY050131-31515微風化1.220-5.6-4.45.56.931.21.280.3286.046.3322181508100200-5.06-5.062107.88.01.02C2528.3BG/HY050131-31627微風化0.830-5.6-4.86.56.560.80.90.25327.046.3614181508100200-5.06-5.062153.35.01.51C2524、8.3BG/HY050131-31716微風化1.240-5.6-4.46.06.941.21.250.36676.546.3422181508100200-5.06-5.062057.849.01.14C2529.0BG/HY020131-32840微風化0.830-5.6-4.86.56.570.80.850.13407.046.4014181508100200-5.06-5.062003.34.01.21C2529.0BG/HY050131-32928微風化1.230-5.6-4.47.58.061.21.250.33298.047.4622181508100200-5.06-5.0615、958.99.01.01C2527.3BG/HY050221-231052微風化0.830-5.6-4.86.06.640.80.850.61836.546.4414181508100200-5.06-5.062053.334.51.35C2525.5BG/HY050218-011129微風化1.230-5.6-4.48.08.71.21.250.38246.546.0822181508100200-5.06-5.062109.09.01.0C2525.0BG/HY050218-011265微風化0.840-5.6-4.86.06.280.80.850.26438.548.10141815086、100200-5.06-5.062053.164.51.42C2526.1BG/HY050218-011372微風化0.840-5.6-4.85.55.630.80.850.42636.045.4314181508100200-5.06-5.061952.834.51.59C2532.2BG/HY050223-22142微風化0.830-5.5-4.73.05.960.80.850.16283.545.7614181508100200-4.96-4.961902.994.51.5C2526.1BG/HY050223-221541微風化1.230-5.6-4.47.57.351.21.250.33428.046.7522181508100200-5.06-5.061958.39.01.08C2526.7BG/HY050223-221673微風化0.840-5.6-4.86.05.50.80.850.19326.545.3014181508100200-5.06-5.052002.764.51.63C2527.1BG/HY050223-22資料員：整理時間 年 月 日，第 頁、 共 頁