砂石褥垫层夯填度施工记录表.docx

1、砂石褥垫层夯填度施工记录表砂褥垫层夯填度施工记录表 工程名称：龙韵华庭2#楼 时间：2014.11.17 （第一步)点位夯实前厚度（mm）夯实后厚度（mm）夯填度点位夯实前厚度（mm）夯实后厚度（mm）夯填度1-12011650.8212-12031650.8131-22031660.8182-22021640.8121-32000.8102-32051660.8101-42011630.8112-42061660.8061-50.8142-52041630.7991-61981550.7832-62030.7981-72031630.8032-72010.8061-82011610.8012

2、-82001600.8001-92020.8022-92030.7981-102001610.8052-102051640.8001-111600.8042-112011600.7961-121971600.8122-121600.8041-131980.8182-131981600.8081-141971610.8172-141961580.8061-152011600.7962-151951550.7951-162020.8022-161940.7841-172051660.8102-171961580.8061-182041650.8092-181981580.7981-19203163

3、0.8032-190.7991-202011610.8012-201981600.8081-212001610.8052-211971570.7971-221981600.8082-221951550.7951-231970.8072-231980.8031-241951580.8102-242021600.7921-251961580.8062-252031610.7931-261600.8042-262051640.8001-272011610.8012-272041610.7891-282001600.8002-282061660.806 备注：图纸设计夯填度0.9，施工中由各楼施工员用

4、水准仪测量，夯填前，每个控制点控制围不大于9m2，用白灰做标记，夯实后再用水准仪测量，使用机械为压路机（18t）、立式打夯机。压实遍数为四遍。施工员： 质检员： 监理单位（盖章）：砂褥垫层夯填度施工记录表 工程名称：龙韵华庭2#楼 时间：2014.11.17 （第一步)点位夯实前厚度（mm）夯实后厚度（mm）夯填度点位夯实前厚度（mm）夯实后厚度（mm）夯填度3-12001650.8254-12011610.8013-22011660.8264-22031630.8033-32000.8104-32020.8023-41600.8044-42041630.7993-51981600.8084-

5、52010.8063-62001600.8004-61981550.7833-72031630.8034-71600.8043-82051640.8004-81970.8073-92010.8064-91970.8073-102031610.7934-102011610.8013-112041600.7844-112021610.7973-122061650.8014-121600.8043-132051650.8054-131981600.8083-142031610.7934-142031610.7933-152041640.8044-152040.7943-160.8144-162051

6、630.7953-171981660.8384-172030.7983-181650.8294-182011610.8013-192011630.8114-192021630.8073-202021610.7974-202041630.7993-212031610.7934-212011610.8013-221600.8044-221600.8043-231970.8074-231950.8153-241951580.8104-241981580.7983-252031580.7784-251971580.8023-262021600.7924-261981600.8083-272041610

7、.7894-271961580.8063-282021600.7924-281600.804 备注：图纸设计夯填度0.9，施工中由各楼施工员用水准仪测量，夯填前，每个控制点控制围不大于9m2，用白灰做标记，夯实后再用水准仪测量，使用机械为压路机（18t）、立式打夯机。压实遍数为四遍。施工员： 质检员： 监理单位（盖章）：砂褥垫层夯填度施工记录表 工程名称：龙韵华庭2#楼 时间：2014.11.17 （第一步) 点位夯实前厚度（mm）夯实后厚度（mm）夯填度点位夯实前厚度（mm）夯实后厚度（mm）夯填度5-11650.8296-12011650.8215-21981610.8136-220216

8、60.8225-31951640.8416-32020.8025-41980.8186-42001660.8305-52001660.8036-52010.8065-62031650.8136-61600.8045-72011630.8116-71981600.8085-82021610.7976-81961600.8165-92051610.7856-91951630.8365-102031600.7886-101941640.8455-112010.7916-111950.8315-121981580.7986-121961610.8215-130.8146-131981600.8085-

9、141971610.8176-141650.8295-151961660.8476-152021650.8175-161950.8316-162011660.8265-172001600.8006-172030.7985-182001600.8006-182041600.7845-192011600.7966-192051630.7955-202031630.8036-202031610.7935-212011640.8166-212011610.8015-220.8146-222001610.8055-232011610.8016-232001600.8005-242001600.8006-

10、242010.7915-251981650.8336-252011580.7865-261981650.8336-262051580.7715-271981660.8386-272041600.7845-280.8146-282031580.778 备注：图纸设计夯填度0.9，施工中由各楼施工员用水准仪测量，夯填前，每个控制点控制围不大于9m2，用白灰做标记，夯实后再用水准仪测量，使用机械为压路机（18t）、立式打夯机。压实遍数为四遍。施工员： 质检员： 监理单位（盖章）：砂褥垫层夯填度施工记录表 工程名称：龙韵华庭2#楼 时间：2014.11.17 （第一步)点位夯实前厚度（mm）夯实后厚度

11、（mm）夯填度点位夯实前厚度（mm）夯实后厚度（mm）夯填度7-12001610.8058-12031650.8137-22031600.7888-22011660.8267-32010.7918-32000.8107-42021580.7828-42051630.7957-51580.7948-52040.7947-61981600.8088-62061550.7527-71951580.8108-72031630.8037-81961600.8168-82041610.7897-91981600.8088-92020.8027-101971630.8278-101610.8097-1120

12、11640.8168-111981600.8087-122020.8028-121981600.8087-131610.8098-131960.8277-141600.8048-141981660.8387-152011650.8218-150.8147-162031650.8138-162021600.7927-172001660.8308-172011600.7967-180.8148-182031600.7887-191961600.8168-192001630.8157-201951610.8268-202001640.8207-211961610.8218-212010.8067-2

13、21610.8098-222031610.7937-232011600.7968-232021600.7927-242030.7838-241650.8297-252001580.7908-251981650.8337-262021580.7828-261660.8347-272041600.7848-272000.8107-282051580.7718-282001600.800 备注：图纸设计夯填度0.9，施工中由各楼施工员用水准仪测量，夯填前，每个控制点控制围不大于9m2，用白灰做标记，夯实后再用水准仪测量，使用机械为压路机（18t）、立式打夯机。压实遍数为四遍。施工员： 质检员： 监理

14、单位（盖章）：砂褥垫层夯填度施工记录表 工程名称：龙韵华庭2#楼 时间：2014.11.18 （第二步) 点位夯实前厚度（mm）夯实后厚度（mm）夯填度点位夯实前厚度（mm）夯实后厚度（mm）夯填度1-12011650.8212-12031650.8131-22031660.8182-22021640.8121-32000.8102-32051660.8101-42011630.8112-42061660.8061-50.8142-52041630.7991-61981550.7832-62030.7981-72031630.8032-72010.8061-82011610.8012-8200

15、1600.8001-92020.8022-92030.7981-102001610.8052-102051640.8001-111600.8042-112011600.7961-121971600.8122-121600.8041-131980.8182-131981600.8081-141971610.8172-141961580.8061-152011600.7962-151951550.7951-162020.8022-161940.7841-172051660.8102-171961580.8061-182041650.8092-181981580.7981-192031630.803

16、2-190.7991-202011610.8012-201981600.8081-212001610.8052-211971570.7971-221981600.8082-221951550.7951-231970.8072-231980.8031-241951580.8102-242021600.7921-251961580.8062-252031610.7931-261600.8042-262051640.8001-272011610.8012-272041610.7891-282001600.8002-282061660.806 备注：图纸设计夯填度0.9，施工中由各楼施工员用水准仪测量

17、，夯填前，每个控制点控制围不大于9m2，用白灰做标记，夯实后再用水准仪测量，使用机械为压路机（18t）、立式打夯机。压实遍数为四遍。施工员： 质检员： 监理单位（盖章）：砂褥垫层夯填度施工记录表 工程名称：龙韵华庭2#楼 时间：2014.11.18 （第二步)点位夯实前厚度（mm）夯实后厚度（mm）夯填度点位夯实前厚度（mm）夯实后厚度（mm）夯填度3-12001650.8254-12011610.8013-22011660.8264-22031630.8033-32000.8104-32020.8023-41600.8044-42041630.7993-51981600.8084-52010

18、.8063-62001600.8004-61981550.7833-72031630.8034-71600.8043-82051640.8004-81970.8073-92010.8064-91970.8073-102031610.7934-102011610.8013-112041600.7844-112021610.7973-122061650.8014-121600.8043-132051650.8054-131981600.8083-142031610.7934-142031610.7933-152041640.8044-152040.7943-160.8144-162051630.7

19、953-171981660.8384-172030.7983-181650.8294-182011610.8013-192011630.8114-192021630.8073-202021610.7974-202041630.7993-212031610.7934-212011610.8013-221600.8044-221600.8043-231970.8074-231950.8153-241951580.8104-241981580.7983-252031580.7784-251971580.8023-262021600.7924-261981600.8083-272041610.7894

20、-271961580.8063-282021600.7924-281600.804 备注：图纸设计夯填度0.9，施工中由各楼施工员用水准仪测量，夯填前，每个控制点控制围不大于9m2，用白灰做标记，夯实后再用水准仪测量，使用机械为压路机（18t）、立式打夯机。压实遍数为四遍。施工员： 质检员： 监理单位（盖章）：砂褥垫层夯填度施工记录表 工程名称：龙韵华庭2#楼 时间：2014.11.18 （第二步)点位夯实前厚度（mm）夯实后厚度（mm）夯填度点位夯实前厚度（mm）夯实后厚度（mm）夯填度5-11650.8296-12011650.8215-21981610.8136-22021660.822

21、5-31951640.8416-32020.8025-41980.8186-42001660.8305-52001660.8036-52010.8065-62031650.8136-61600.8045-72011630.8116-71981600.8085-82021610.7976-81961600.8165-92051610.7856-91951630.8365-102031600.7886-101941640.8455-112010.7916-111950.8315-121981580.7986-121961610.8215-130.8146-131981600.8085-141971610.8176-141650.8295-151961660.8476-152021650.8175-161950.8316-162011660.8265-172001600.8006-172030.7985-182001600.8006-182041600.7845-192011600.7966-192051630.7955-202031630.8036-202031610.7935-212011640.8166-212011610.8015-220.8146-222001610.8055-