砂石褥垫层夯填度施工记录表

1、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1-12011650.8212-12031650.8131-22031660.8182-22021640.8121-32000.8102-32051660.8101-42011630.8112-42061660.8061-50.8142-52041630.7991-61981550.7832-62030.7981-72031630.8032-72010.8061-82011610.8012-82001600.8001-

2、92020.8022-92030.7981-102001610.8052-102051640.8001-111600.8042-112011600.7961-121971600.8122-121600.8041-131980.8182-131981600.8081-141971610.8172-141961580.8061-152011600.7962-151951550.7951-162020.8022-161940.7841-172051660.8102-171961580.8061-182041650.8092-181981580.7981-192031630.8032-190.7991

3、-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，夯填前，每个控制 点

4、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）点位夯实前厚度夯实后厚度夯填度点位夯实前厚度夯实后厚度夯填度(mm)(mm)(mm)(mm)3-12001650.8254-12011610.8013-22011660.8264-22031630.8033-32000.8104-32020.8023-41600.8044-42041630.7993-51981600.8084-52010.8063-62001600

5、.8004-61981550.7833-72031630.8034-71600.8043-82051640.8004-81970.8073-92010.8064-91970.8073-102031610.7934-102011610.8013-112041600.7844-112021610.7973-122061650.8014-121600.8043-132051650.8054-131981600.8083-142031610.7934-142031610.7933-152041640.8044-152040.7943-160.8144-162051630.7953-171981660.

6、8384-172030.7983-181650.8294-182011610.8013-192011630.8114-192021630.8073-202021610.7974-202041630.7993-212031610.7934-212011610.8013-221600.8044-221600.8043-231970.8074-231950.8153-241951580.8104-241981580.7983-252031580.7784-251971580.8023-262021600.7924-261981600.8083-272041610.7894-271961580.806

7、3-282021600.7924-281600.804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5-11650.8296-12011650.8215-21981610.8136-22021660.8225-31951640.8416-32

8、020.8025-41980.8186-42001660.8305-52001660.8036-52010.8065-62031650.8136-61600.8045-72011630.8116-71981600.8085-82021610.7976-81961600.8165-92051610.7856-91951630.8365-102031600.7886-101941640.8455-112010.7916-111950.8315-121981580.7986-121961610.8215-130.8146-131981600.8085-141971610.8176-141650.82

9、95-151961660.8476-152021650.8175-161950.8316-162011660.8265-172001600.8006-172030.7985-182001600.8006-182041600.7845-192011600.7966-192051630.7955-202031630.8036-202031610.7935-212011640.8166-212011610.8015-220.8146-222001610.8055-232011610.8016-232001600.8005-242001600.8006-242010.7915-251981650.83

10、36-252011580.7865-261981650.8336-262051580.7715-271981660.8386-272041600.7845-280.8146-282031580.778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(mm)夯填度点位夯实前厚度(mm)夯实后厚度(mm)夯

11、填度7-12001610.8058-12031650.8137-22031600.7888-22011660.8267-32010.7918-32000.8107-42021580.7828-42051630.7957-51580.7948-52040.7947-61981600.8088-62061550.7527-71951580.8108-72031630.8037-81961600.8168-82041610.7897-91981600.8088-92020.8027-101971630.8278-101610.8097-112011640.8168-111981600.8087-12

12、2020.8028-121981600.8087-131610.8098-131960.8277-141600.8048-141981660.8387-152011650.8218-150.8147-162031650.8138-162021600.7927-172001660.8308-172011600.7967-180.8148-182031600.7887-191961600.8168-192001630.8157-201951610.8268-202001640.8207-211961610.8218-212010.8067-221610.8098-222031610.7937-23

13、2011600.7968-232021600.7927-242030.7838-241650.8297-252001580.7908-251981650.8337-262021580.7828-261660.8347-272041600.7848-272000.8107-282051580.7718-282001600.800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#

14、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1-12011650.8212-12031650.8131-22031660.8182-22021640.8121-32000.8102-32051660.8101-42011630.8112-42061660.8061-50.8142-52041630.7991-61981550.7832-62030.7981-72031630.8032-72010.8061-82011610.8012-82001600.8001-92020.8022-92030.7981-1

15、02001610.8052-102051640.8001-111600.8042-112011600.7961-121971600.8122-121600.8041-131980.8182-131981600.8081-141971610.8172-141961580.8061-152011600.7962-151951550.7951-162020.8022-161940.7841-172051660.8102-171961580.8061-182041650.8092-181981580.7981-192031630.8032-190.7991-202011610.8012-2019816

16、00.8081-212001610.8052-211971570.7971-221981600.8082-221951550.7951-231970.8072-231980.8031-241951580.8102-242021600.7921-251961580.8062-252031610.7931-261600.8042-262051640.8001-272011610.8012-272041610.7891-282001600.8002-282061660.806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，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

17、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3-12001650.8254-12011610.8013-22011660.8264-22031630.8033-32000.8104-32020.8023-41600.8044-42041630.7993-51981600.8084-52010.8063-62001600.8004-61981550.7833-720

18、31630.8034-71600.8043-82051640.8004-81970.8073-92010.8064-91970.8073-102031610.7934-102011610.8013-112041600.7844-112021610.7973-122061650.8014-121600.8043-132051650.8054-131981600.8083-142031610.7934-142031610.7933-152041640.8044-152040.7943-160.8144-162051630.7953-171981660.8384-172030.7983-181650

19、.8294-182011610.8013-192011630.8114-192021630.8073-202021610.7974-202041630.7993-212031610.7934-212011610.8013-221600.8044-221600.8043-231970.8074-231950.8153-241951580.8104-241981580.7983-252031580.7784-251971580.8023-262021600.7924-261981600.8083-272041610.7894-271961580.8063-282021600.7924-281600

20、.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5-11650.8296-12011650.8215-21981610.8136-22021660.8225-31951640.8416-32020.8025-41980.8186-420

21、01660.8305-52001660.8036-52010.8065-62031650.8136-61600.8045-72011630.8116-71981600.8085-82021610.7976-81961600.8165-92051610.7856-91951630.8365-102031600.7886-101941640.8455-112010.7916-111950.8315-121981580.7986-121961610.8215-130.8146-131981600.8085-141971610.8176-141650.8295-151961660.8476-15202

22、1650.8175-161950.8316-162011660.8265-172001600.8006-172030.7985-182001600.8006-182041600.7845-192011600.7966-192051630.7955-202031630.8036-202031610.7935-212011640.8166-212011610.8015-220.8146-222001610.8055-232011610.8016-232001600.8005-242001600.8006-242010.7915-251981650.8336-252011580.7865-26198

23、1650.8336-262051580.7715-271981660.8386-272041600.7845-280.8146-282031580.778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：2014.11.18 (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7-12001610.8058-12031

24、650.8137-22031600.7888-22011660.8267-32010.7918-32000.8107-42021580.7828-42051630.7957-51580.7948-52040.7947-61981600.8088-62061550.7527-71951580.8108-72031630.8037-81961600.8168-82041610.7897-91981600.8088-92020.8027-101971630.8278-101610.8097-112011640.8168-111981600.8087-122020.8028-121981600.808

25、7-131610.8098-131960.8277-141600.8048-141981660.8387-152011650.8218-150.8147-162031650.8138-162021600.7927-172001660.8308-172011600.7967-180.8148-182031600.7887-191961600.8168-192001630.8157-201951610.8268-202001640.8207-211961610.8218-212010.8067-221610.8098-222031610.7937-232011600.7968-232021600.

26、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：2014.11.19 (第三步)点位夯

27、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1-11651250.7582-11711280.7481-21691260.7462-21741310.7531-31270.7472-31751320.7541-41711280.7492-41721320.7671-51721270.7382-51340.7881-61280.7392-60.7801-71691290.7632-71690.7981-81681280.7622-81681300.7731-91721300.7562-91691310.7751-101310.7572-101280.75

28、31-111751310.7492-111711290.7541-121741320.7592-121741270.7301-131760.7672-131721260.7321-141741340.7702-141250.7231-151720.7732-151711250.7311-160.7802-161691260.7451-171280.7532-171681260.7501-181691280.7572-181681280.7621-191691290.7632-191651310.7941-201681270.7562-201690.7981-211260.7542-211721

29、340.7791-221651250.7572-221740.7641-231631250.7662-231711320.7721-241681270.7562-241300.7651-251691270.7512-251691280.7571-261711290.7542-261681290.7681-271260.7282-271641250.7621-281691280.7532-281270.747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

30、。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：2014.11.19 (第三步)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3-11661300.7834-11681260.7503-21280.7664-21661260.7593-31661290.7774-31310.7843-41691310.7754-41691300.7693-51681320.7864-51661300.7833-61681290.7674-61660.8133-71691250.7394-71681340.7973-8165

31、1250.7574-81651340.8123-91681260.7504-91710.7773-101300.7654-101751310.7483-111751310.7484-111300.7513-121761280.7274-121280.7393-131751290.7374-131721250.7263-141751250.7144-141260.7413-151300.8844-151751280.7313-161660.8134-161681290.7673-171681320.7864-171691270.7513-181320.7904-181661250.7533-19

32、1660.8014-191651310.7943-200.7824-201710.7893-211711340.7844-211751340.7653-221721300.7564-221721340.7793-231751280.7314-231740.7643-241250.7234-241320.7633-251711290.7544-251310.7703-261651270.7694-261300.7653-271681260.7504-271751310.7483-281270.7474-281651280.775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，

33、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：2014.11.19 （第三步）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5-11651320.8006-11681250.7445-21661320.7956-21691280.7575-30.7826-31651290.7825-41250.7236-41250.7485-51260.7416-51260.7545-61661270.7

34、656-61681260.7505-71651290.7816-71711270.7435-81691310.7756-81270.7475-91681340.7976-91751310.7485-101691340.7926-101751310.7485-111690.7986-111340.7745-121680.8036-121720.7845-130.7946-131720.7845-141651280.7756-141340.7745-151661250.7536-151710.7775-161651260.7636-161711320.7715-171260.7546-171691300.7695-181691280.7576-181681300.7735-191711290.7546-191250.7485-201721290.7506-201651290.7815-211310.7576-211661280.7715-221751300.7426-221661270.7655-231741320.7586-231651250.7575-241661320.7956-241250.7485-251681250.7446-251681310.7795-