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混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30,,,,,,,,,,,攪拌方式：機械攪拌,,,,,,,,,,,
澆筑時間：2010－1－23,,,,,,,,,,,澆筑方式：泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地下室一層頂板－1＃,1,36,38,36,44,40,37,42,42,38,40,37,39,46,42,44,46,40.2,0.5,10數(shù)平均值,,40.20
,2,41,38,44,45,46,45,42,40,39,43,38,36,38,41,42,40,41,0.5,10數(shù)平均值,,41
,3,40,42,32,36,40,40,41,30,44,36,44,36,38,41,42,46,39.6,0.5,10數(shù)平均值,,39.6
,4,38,40,41,35,36,41,44,43,42,44,38,43,46,45,35,36,40.6,0.5,10數(shù)平均值,,40.6
,5,38,36,40,44,40,40,42,42,42,35,38,45,46,42,40,36,40.4,0.5,10數(shù)平均值,,40.4
,6,33,42,41,40,44,41,35,36,32,41,40,42,41,44,36,38,39.6,0.5,10數(shù)平均值,,39.6
,7,36,45,44,40,41,42,44,40,32,35,38,36,35,42,42,40,39.7,0.5,10數(shù)平均值,,39.7
,8,36,47,40,41,34,41,40,42,44,42,40,42,41,32,35,36,39.9,0.5,10數(shù)平均值,,39.9
,9,36,40,40,41,42,36,38,45,44,40,42,40,32,38,38,38,39.5,0.5,10數(shù)平均值,,39.5
,10,40,42,43,40,35,36,40,42,44,42,41,40,41,40,42,40,40.8,0.5,10數(shù)平均值,,40.8
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30P8,,,,,,,,,,,攪拌方式：機械攪拌,,,,,,,,,,,
澆筑時間：2003－8－25,,,,,,,,,,,澆筑方式：泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地下室一層頂板－2＃,1,40,42,45,36,38,44,40,38,42,40,38,39,42,40,44,32,40.1,0.5,10數(shù)平均值,,40.10
,2,40,38,38,38,32,46,46,44,40,38,35,42,40,42,40,36,39.6,0.5,10數(shù)平均值,,39.6
,3,42,40,38,38,40,36,42,40,41,42,44,35,36,41,42,36,39.8,0.5,10數(shù)平均值,,39.8
,4,36,42,40,35,40,41,44,42,36,38,42,44,41,40,40,38,40.2,0.5,10數(shù)平均值,,40.2
,5,38,38,40,38,42,44,46,36,38,38,41,40,40,42,41,38,39.6,0.5,10數(shù)平均值,,39.6
,6,40,30,38,42,40,38,44,40,42,38,42,40,41,41,40,38,40,0.5,10數(shù)平均值,,40
,7,42,42,40,38,39,41,42,40,41,42,44,46,31,40,42,35,40.9,0.5,10數(shù)平均值,,40.9
,8,38,42,40,44,40,41,35,42,42,40,43,39,36,38,41,40,40.3,0.5,10數(shù)平均值,,40.3
,9,32,38,41,42,40,40,45,46,41,40,38,39,45,40,46,35,40.6,0.5,10數(shù)平均值,,40.6
,10,38,41,38,36,38,42,42,41,41,45,41,40,45,42,38,36,40.2,0.5,10數(shù)平均值,,40.2
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30,,,,,,,,,,,攪拌方式：機械攪拌,,,,,,,,,,,
澆筑時間：2003－8－25,,,,,,,,,,,澆筑方式：泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地下室一層頂板－3#,1,36,40,40,45,40,42,38,38,41,42,40,42,38,39,44,40,40.2,0.5,10數(shù)平均值,,40.20
,2,38,40,40,39,41,38,38,40,42,44,42,42,40,34,38,38,39.6,0.5,10數(shù)平均值,,39.6
,3,41,42,40,44,45,35,38,38,34,40,42,39,40,38,38,36,39.4,0.5,10數(shù)平均值,,39.4
,4,40,40,41,36,44,42,40,42,36,42,40,38,38,40,45,40,40.3,0.5,10數(shù)平均值,,40.3
,5,40,41,40,38,38,42,44,41,40,38,40,38,37,42,40,41,39.9,0.5,10數(shù)平均值,,39.9
,6,38,42,42,40,42,38,38,40,40,42,42,40,45,42,41,40,40.9,0.5,10數(shù)平均值,,40.9
,7,38,40,42,41,40,41,38,40,41,42,36,40,40,44,39,40,40.2,0.5,10數(shù)平均值,,40.2
,8,36,4,38,42,41,40,38,42,46,46,42,38,42,43,40,36,40.3,0.5,10數(shù)平均值,,40.3
,9,42,40,42,35,38,40,42,44,38,39,42,40,39,38,40,38,39.8,0.5,10數(shù)平均值,,39.8
,10,38,40,44,38,42,38,40,42,43,38,42,41,40,40,42,36,40.3,0.5,10數(shù)平均值,,40.3
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30,,,,,,,,,,,攪拌方式：機械攪拌,,,,,,,,,,,
澆筑時間：2003－8－25,,,,,,,,,,,澆筑方式：泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地下室一層頂板－4#,1,40,42,38,38,42,36,42,42,40,42,41,40,38,36,32,42,40.1,0.5,10數(shù)平均值,,40.1
,2,40,45,40,32,40,44,40,46,40,42,36,38,38,42,40,40,40.2,0.5,10數(shù)平均值,,40.2
,3,41,41,40,38,44,43,39,41,44,36,41,42,35,41,40,40,40.6,0.5,10數(shù)平均值,,40.6
,4,42,38,40,36,42,40,40,40,41,35,36,42,45,40,41,35,39.8,0.5,10數(shù)平均值,,39.8
,5,40,40,35,38,40,41,44,40,35,38,40,42,40,38,38,38,39.2,0.5,10數(shù)平均值,,39.2
,6,38,38,40,42,41,42,40,44,42,38,40,34,42,40,40,42,40.5,0.5,10數(shù)平均值,,40.5
,7,38,42,41,40,42,38,42,40,38,42,38,42,40,42,35,40,40.3,0.5,10數(shù)平均值,,40.3
,8,42,40,44,38,36,34,40,38,40,40,42,44,36,42,40,36,39.6,0.5,10數(shù)平均值,,39.6
,9,38,40,42,41,41,40,38,38,38,41,40,42,40,36,38,44,39.7,0.5,10數(shù)平均值,,39.7
,10,40,41,42,36,41,44,38,38,40,40,41,41,40,39,38,36,39.8,0.5,10數(shù)平均值,,39.8
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30,,,,,,,,,,,攪拌方式：機械攪拌,,,,,,,,,,,
澆筑時間：2003－8－25,,,,,,,,,,,澆筑方式:泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地下室一層頂板－5＃,1,40,41,35,39,41,44,43,40,39,39,40,41,44,36,38,40,40,0.5,10數(shù)平均值,,40.0
,2,38,38,33,32,46,42,41,35,39,38,38,40,42,41,42,41,39.6,0.5,10數(shù)平均值,,39.6
,3,38,38,38,42,42,40,44,38,45,42,41,40,42,38,42,39,40.4,0.5,10數(shù)平均值,,40.4
,4,40,40,38,38,31,46,45,38,47,40,42,42,42,35,42,42,40.6,0.5,10數(shù)平均值,,40.6
,5,40,45,41,38,36,40,41,35,39,41,42,44,35,40,41,42,40.3,0.5,10數(shù)平均值,,40.3
,6,38,38,40,44,41,42,42,38,40,36,38,38,39,44,40,41,39.7,0.5,10數(shù)平均值,,39.7
,7,41,41,45,38,40,42,44,41,38,36,38,36,48,44,41,40,40.6,0.5,10數(shù)平均值,,40.6
,8,41,40,38,38,38,42,38,41,42,44,44,45,40,41,41,38,40.4,0.5,10數(shù)平均值,,40.4
,9,38,42,40,36,47,41,42,42,42,39,38,38,40,40,42,42,40.6,0.5,10數(shù)平均值,,40.6
,10,41,40,42,42,40,38,40,38,34,42,42,40,41,38,44,38,40.2,0.5,10數(shù)平均值,,40.2
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30,,,,,,,,,,,攪拌方式：現(xiàn)場機械攪拌,,,,,,,,,,,
澆筑時間：2003－9－1,,,,,,,,,,,澆筑方式：泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地上頂板一層1＃,1,42,42,38,44,46,34,38,40,40,40,40,41,45,40,38,39,40.2,0.5,10數(shù)平均值,,40.2
,2,42,38,41,42,41,42,40,40,42,38,44,45,38,40,42,41,41.1,0.5,10數(shù)平均值,,41.1
,3,41,42,42,40,38,38,44,36,41,42,50,36,40,42,38,40,40.4,0.5,10數(shù)平均值,,40.4
,4,36.15447437,38,35,42,42,40,40,42,36,43,40,35,38,41,40,40,39.5,0.5,10數(shù)平均值,,39.5
,5,42,42,41,41,42,45,40,38,36,37,42,40,38,40,41,42,40.7,0.5,10數(shù)平均值,,40.7
,6,38.83385227,40,40,41,42,41,39,38,35,42,42,46,44,40,41,42,40.8,0.5,10數(shù)平均值,,40.8
,7,41,42,42,40,45,46,40,42,40,42,38,38,35,39,34,41,40.5,0.5,10數(shù)平均值,,40.5
,8,40,42,40,40,41,38,42,42,40,40,34,35,42,40,40,41,40.4,0.5,10數(shù)平均值,,40.4
,9,42,42,41,42,40,44,40,35,38,41,40,40,42,42,41,41,41.0,0.5,10數(shù)平均值,,41.0
,10,40,42,42,41,35,39,38,42,40,35,42,42,44,40,41,41,40.8,0.5,10數(shù)平均值,,40.8
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30,,,,,,,,,,,攪拌方式：機械攪拌,,,,,,,,,,,
澆筑時間：2003－9－1,,,,,,,,,,,澆筑方式：泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地上頂板一層2＃,1,40,42,42,47,45,35,42,36,42,42,40,35,52,36,34,38,40.0,0.5,10數(shù)平均值,,40.0
,2,38,44,42,42,36,38,39,40,38,36,39,42,38,38,42,42,39.6,0.5,10數(shù)平均值,,39.6
,3,39.87777369,42,45,38,36,38,34,42,44,40,35,36,42,42,40,41,39.9,0.5,10數(shù)平均值,,39.9
,4,44,40,42,38,39,38,38,35,40,38,45,40,40,42,41,40,39.8,0.5,10數(shù)平均值,,39.8
,5,40,42,42,40,38,36,34,42,38,42,41,42,41,40,42,40,40.6,0.5,10數(shù)平均值,,40.6
,6,36,40,38,38,42,36,42,42,40,42,35,38,43,44,42,41,40.3,0.5,10數(shù)平均值,,40.3
,7,42,42,40,40,36,38,38,44,46,40,40,42,44,40,38,39,40.3,0.5,10數(shù)平均值,,40.3
,8,40,47,42,41,40,44,46,44,42,40,40,38,42,41,40,40,41.2,0.5,10數(shù)平均值,,41.2
,9,42,40,42,42,46,44,40,42,40,42,40,38,35,40,42,40,41.0,0.5,10數(shù)平均值,,41.0
,10,36.91871382,42,40,35,38,40,41,44,44,42,40,34,35,38,42,40,39.8,0.5,10數(shù)平均值,,39.8
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30,,,,,,,,,,,攪拌方式：機械攪拌,,,,,,,,,,,
澆筑時間：2003－9－1,,,,,,,,,,,澆筑方式：泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地上頂板一層3＃,1,42,43,45,42,40,42,42,40,35,34,40,40,38,41,42,38,40.7,0.5,10數(shù)平均值,,40.7
,2,32.24348642,45,42,44,34,35,41,42,42,44,41,40,40,42,38,36,40.4,0.5,10數(shù)平均值,,40.4
,3,42,40,42,40,42,38,43,42,40,38,37,42,42,44,46,38,41.0,0.5,10數(shù)平均值,,41.0
,4,39.86711242,40,41,38,40,42,42,42,38,38,42,41,40,42,42,40,40.8,0.5,10數(shù)平均值,,40.8
,5,38,42,38,42,38,40,41,45,38,42,45,46,40,38,39,42,40.4,0.5,10數(shù)平均值,,40.4
,6,42,42,40,42,42,38,38,42,40,40,38,45,45,40,42,42,41.2,0.5,10數(shù)平均值,,41.2
,7,42,40,42,46,46,44,40,35,38,40,37,38,40,42,40,42,40.6,0.5,10數(shù)平均值,,40.6
,8,40,42,46,38,42,40,42,42,38,39,38,42,40,40,44,42,40.9,0.5,10數(shù)平均值,,40.9
,9,42,44,41,40,35,38,42,40,44,46,42,41,35,38,40,41,40.7,0.5,10數(shù)平均值,,40.7
,10,37.23219805,39,39,38,40,41,42,39,38,42,44,46,44,40,38,36,39.8,0.5,10數(shù)平均值,,39.8
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州運河東岸居住項目23#樓,,,,,,,,,,,,,,,,,,,,,,
計算強度：C30,,,,,,,,,,,攪拌方式：機械攪拌,,,,,,,,,,,
澆筑時間：2003－9－1,,,,,,,,,,,澆筑方式：泵送混凝土,,,,,,,,,,,
編號,,回彈值Ri,,,,,,,,,,,,,,,,,碳化深度di(mm),,,
,,,,,,,,,,,,,,,,,,,,,,,
測試部位,測區(qū),1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,N,,,,
地上頂板一層4＃,1,42,38,41,42,44,38,39,42,42,44,46,36,42,41,36.43964949,35,40.7,0.5,10數(shù)平均值,,40.7
,2,40,41,35,42,38,38,40,40,42,40,36,38,38,40,41,42,39.6,0.5,10數(shù)平均值,,39.6
,3,44,42,40,40,40,45,46,41,41,40,42,40,40,40,35,36,40.6,0.5,10數(shù)平均值,,40.6
,4,39.86711242,40,40,42,41,39,40,45,41,40,42,41,38,38,40,42,40.5,0.5,10數(shù)平均值,,40.5
,5,42,41,40,40,45,44,38,38,40,41,38,35,42,44,46,40,40.8,0.5,10數(shù)平均值,,40.8
,42,36,45,45,40,42,36,42,38,42,40,41,42,38,40,40,42,40.7,0.5,10數(shù)平均值,,40.7
,7,38,39,38,37,42,42,40,41,40,46,46,44,41,40,42,42,40.9,0.5,10數(shù)平均值,,40.9
,8,44,40,42,42,40,41,42,40,44,42,36,40,36,42,38,38,40.7,0.5,10數(shù)平均值,,40.7
,9,42,42,40,3.6,38,42,41,44,40,39,38,40,42,40,44,40,40.6,0.5,10數(shù)平均值,,40.6
,10,42,40,40,44,46,44,42,42,39,41,38,38,40,42,42,41,41.2,0.5,10數(shù)平均值,,41.2
測面狀況,,,側面、表面、底面、,,,,,回彈儀ZC3-A,,,,,回彈儀檢定證號,,,I0305104,,,,,,
,,,干、潮濕,,,,,編號431,,,,,,,,,,,,,,
測試角度a,,,水平、向上、向下,,,,,,,,,,測試人員資格證號,,,,,,,,,
,,,,,,,,率定值80±2,,,,,,,,,,,,,,
測試：王國華,,,,,,,記錄：禹云志,,,,,,,計算：呂中波,,,,,,,,
測試日期：2010年4月18日,,,,,,,,,,,,,,,,,,,,,,
混凝土抗壓強度回彈法測試原始記錄表,,,,,,,,,,,,,,,,,,,,,,
工程名稱：通州
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