1、长度混凝土强度混凝土方量(m3)充盈系数有效桩长备 注理论18月20-21日629#1#d800-8.7449.1149.31-1.6343.205.995.684-50.74水下C35 21241.1442.0028月22-23日627#3#-11.1449.5349.73-1.6141.508.338.095 -11.14-51.1420231.1540.0038月23-24日631#4#-12.4049.1549.35-1.7539.709.459.15 -12.40-50.9019.25211.0538.50632#49.0149.21-1.899.319.20221.02621#48
2、.8849.00-1.865.476630#-12.0449.0449.2439.809.349.1778月23-25日622#49.0749.27-1.8339.759.379.138616#2#-12.2349.8950.10-1.3440.309.699.28-51.2319.5029.501.5139.0098月23-26日628#-9.9449.3249.52-1.6240.347.127.00-51.3020.501.0741.00108月25-27日626#-12.849.2949.50-1.7940.209.098.86-12.08-51.0819.531.23单位检查结果检查
3、结果:监理验收验收结论:施工员: 质检员: 技术负责人:监理工程师:118月25-28日588# d800-13.9049.6949.90-1.4438.7011.8211.46-51.4018.751.5737.50128月24-27日624#48.9849.20-1.929.001.1913605#-13.50-1.9910.8710.49-51.001.22148月26-28日610#-2.0010.8610.53158月26-29日623#1.18168月29-30日604#49.3449.54-1.6638.8011.2011.0020.51.0917625#-12.1640.359
4、.048.53 -51.161.08188月30-30日586#49.7850.0011.6411.43 37.50198月31-31日611#-14.4050.20-1.9011.8611.28-51.908月30-31日609#49.44-1.7638.8511.10 钻孔灌注桩施工记录汇总表615#-13.3048.9110.2110.00-13.3-50.8620#49.2849.4842.207.086.82 -9.94-50.949月1-2 日618#3#-1.8040.509.18 -12.0820.108月31-2日601#49.2549.4511.1110.89259月1-2-日566#48.8649.10-1.7410.189.86-13.10-50.6018.50269月1-1日619#41.258.087.8520.00278月31-1日582#49.2349.43-1.7738.7511.0828608#10.8519.3529613#