砂石褥垫层夯填度施工记录表

..-..word.zl-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1-12011650.8212-12031650.8131-22031660.8182-22021640.8121-32000.8102-32051660.8101-42011630.8112-42061660.8061-50.8142-52041630.7991-61981550.7832-62030.7981-72031630.8032-72010.8061-82011610.8012-82001600.8001-92020.8022-92030.7981-102001610.8052-102051640.8001-111600.8042-112011600.7961-121971600.8122-121600.8041-131980.8182-131981600.8081-141971610.8172-141961580.8061-152011600.7962-151951550.7951-162020.8022-161940.7841-172051660.8102-171961580.8061-182041650.8092-181981580.7981-192031630.8032-190.7991-202011610.8012-201981600.8081-212001610.8052-211971570.7971-221981600.8082-221951550.7951-231970.8072-231980.8031-241951580.8102-242021600.7921-251961580.8062-252031610.7931-261600.8042-262051640.8001-272011610.8012-272041610.7891-282001600.8002-282061660.806备注：图纸 设计 领导形象设计圆作业设计ao工艺污水处理厂设计附属工程施工组织设计清扫机器人结构设计 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3-12001650.8254-12011610.8013-22011660.8264-22031630.8033-32000.8104-32020.8023-41600.8044-42041630.7993-51981600.8084-52010.8063-62001600.8004-61981550.7833-72031630.8034-71600.8043-82051640.8004-81970.8073-92010.8064-91970.8073-102031610.7934-102011610.8013-112041600.7844-112021610.7973-122061650.8014-121600.8043-132051650.8054-131981600.8083-142031610.7934-142031610.7933-152041640.8044-152040.7943-160.8144-162051630.7953-171981660.8384-172030.7983-181650.8294-182011610.8013-192011630.8114-192021630.8073-202021610.7974-202041630.7993-212031610.7934-212011610.8013-221600.8044-221600.8043-231970.8074-231950.8153-241951580.8104-241981580.7983-252031580.7784-251971580.8023-262021600.7924-261981600.8083-272041610.7894-271961580.8063-282021600.7924-281600.804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5-11650.8296-12011650.8215-21981610.8136-22021660.8225-31951640.8416-32020.8025-41980.8186-42001660.8305-52001660.8036-52010.8065-62031650.8136-61600.8045-72011630.8116-71981600.8085-82021610.7976-81961600.8165-92051610.7856-91951630.8365-102031600.7886-101941640.8455-112010.7916-111950.8315-121981580.7986-121961610.8215-130.8146-131981600.8085-141971610.8176-141650.8295-151961660.8476-152021650.8175-161950.8316-162011660.8265-172001600.8006-172030.7985-182001600.8006-182041600.7845-192011600.7966-192051630.7955-202031630.8036-202031610.7935-212011640.8166-212011610.8015-220.8146-222001610.8055-232011610.8016-232001600.8005-242001600.8006-242010.7915-251981650.8336-252011580.7865-261981650.8336-262051580.7715-271981660.8386-272041600.7845-280.8146-282031580.778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〔mm〕夯填度点位夯实前厚度〔mm〕夯实后厚度〔mm〕夯填度7-12001610.8058-12031650.8137-22031600.7888-22011660.8267-32010.7918-32000.8107-42021580.7828-42051630.7957-51580.7948-52040.7947-61981600.8088-62061550.7527-71951580.8108-72031630.8037-81961600.8168-82041610.7897-91981600.8088-92020.8027-101971630.8278-101610.8097-112011640.8168-111981600.8087-122020.8028-121981600.8087-131610.8098-131960.8277-141600.8048-141981660.8387-152011650.8218-150.8147-162031650.8138-162021600.7927-172001660.8308-172011600.7967-180.8148-182031600.7887-191961600.8168-192001630.8157-201951610.8268-202001640.8207-211961610.8218-212010.8067-221610.8098-222031610.7937-232011600.7968-232021600.7927-242030.7838-241650.8297-252001580.7908-251981650.8337-262021580.7828-261660.8347-272041600.7848-272000.8107-282051580.7718-282001600.800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1-12011650.8212-12031650.8131-22031660.8182-22021640.8121-32000.8102-32051660.8101-42011630.8112-42061660.8061-50.8142-52041630.7991-61981550.7832-62030.7981-72031630.8032-72010.8061-82011610.8012-82001600.8001-92020.8022-92030.7981-102001610.8052-102051640.8001-111600.8042-112011600.7961-121971600.8122-121600.8041-131980.8182-131981600.8081-141971610.8172-141961580.8061-152011600.7962-151951550.7951-162020.8022-161940.7841-172051660.8102-171961580.8061-182041650.8092-181981580.7981-192031630.8032-190.7991-202011610.8012-201981600.8081-212001610.8052-211971570.7971-221981600.8082-221951550.7951-231970.8072-231980.8031-241951580.8102-242021600.7921-251961580.8062-252031610.7931-261600.8042-262051640.8001-272011610.8012-272041610.7891-282001600.8002-282061660.806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3-12001650.8254-12011610.8013-22011660.8264-22031630.8033-32000.8104-32020.8023-41600.8044-42041630.7993-51981600.8084-52010.8063-62001600.8004-61981550.7833-72031630.8034-71600.8043-82051640.8004-81970.8073-92010.8064-91970.8073-102031610.7934-102011610.8013-112041600.7844-112021610.7973-122061650.8014-121600.8043-132051650.8054-131981600.8083-142031610.7934-142031610.7933-152041640.8044-152040.7943-160.8144-162051630.7953-171981660.8384-172030.7983-181650.8294-182011610.8013-192011630.8114-192021630.8073-202021610.7974-202041630.7993-212031610.7934-212011610.8013-221600.8044-221600.8043-231970.8074-231950.8153-241951580.8104-241981580.7983-252031580.7784-251971580.8023-262021600.7924-261981600.8083-272041610.7894-271961580.8063-282021600.7924-281600.804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5-11650.8296-12011650.8215-21981610.8136-22021660.8225-31951640.8416-32020.8025-41980.8186-42001660.8305-52001660.8036-52010.8065-62031650.8136-61600.8045-72011630.8116-71981600.8085-82021610.7976-81961600.8165-92051610.7856-91951630.8365-102031600.7886-101941640.8455-112010.7916-111950.8315-121981580.7986-121961610.8215-130.8146-131981600.8085-141971610.8176-141650.8295-151961660.8476-152021650.8175-161950.8316-162011660.8265-172001600.8006-172030.7985-182001600.8006-182041600.7845-192011600.7966-192051630.7955-202031630.8036-202031610.7935-212011640.8166-212011610.8015-220.8146-222001610.8055-232011610.8016-232001600.8005-242001600.8006-242010.7915-251981650.8336-252011580.7865-261981650.8336-262051580.7715-271981660.8386-272041600.7845-280.8146-282031580.778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：2014.11.18〔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7-12001610.8058-12031650.8137-22031600.7888-22011660.8267-32010.7918-32000.8107-42021580.7828-42051630.7957-51580.7948-52040.7947-61981600.8088-62061550.7527-71951580.8108-72031630.8037-81961600.8168-82041610.7897-91981600.8088-92020.8027-101971630.8278-101610.8097-112011640.8168-111981600.8087-122020.8028-121981600.8087-131610.8098-131960.8277-141600.8048-141981660.8387-152011650.8218-150.8147-162031650.8138-162021600.7927-172001660.8308-172011600.7967-180.8148-182031600.7887-191961600.8168-192001630.8157-201951610.8268-202001640.8207-211961610.8218-212010.8067-221610.8098-222031610.7937-232011600.7968-232021600.7927-242030.7838-241650.8297-252001580.7908-251981650.8337-262021580.7828-261660.8347-272041600.7848-272000.8107-282051580.7718-282001600.800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1-11651250.7582-11711280.7481-21691260.7462-21741310.7531-31270.7472-31751320.7541-41711280.7492-41721320.7671-51721270.7382-51340.7881-61280.7392-60.7801-71691290.7632-71690.7981-81681280.7622-81681300.7731-91721300.7562-91691310.7751-101310.7572-101280.7531-111751310.7492-111711290.7541-121741320.7592-121741270.7301-131760.7672-131721260.7321-141741340.7702-141250.7231-151720.7732-151711250.7311-160.7802-161691260.7451-171280.7532-171681260.7501-181691280.7572-181681280.7621-191691290.7632-191651310.7941-201681270.7562-201690.7981-211260.7542-211721340.7791-221651250.7572-221740.7641-231631250.7662-231711320.7721-241681270.7562-241300.7651-251691270.7512-251691280.7571-261711290.7542-261681290.7681-271260.7282-271641250.7621-281691280.7532-281270.747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。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3-11661300.7834-11681260.7503-21280.7664-21661260.7593-31661290.7774-31310.7843-41691310.7754-41691300.7693-51681320.7864-51661300.7833-61681290.7674-61660.8133-71691250.7394-71681340.7973-81651250.7574-81651340.8123-91681260.7504-91710.7773-101300.7654-101751310.7483-111751310.7484-111300.7513-121761280.7274-121280.7393-131751290.7374-131721250.7263-141751250.7144-141260.7413-151300.8844-151751280.7313-161660.8134-161681290.7673-171681320.7864-171691270.7513-181320.7904-181661250.7533-191660.8014-191651310.7943-200.7824-201710.7893-211711340.7844-211751340.7653-221721300.7564-221721340.7793-231751280.7314-231740.7643-241250.7234-241320.7633-251711290.7544-251310.7703-261651270.7694-261300.7653-271681260.7504-271751310.7483-281270.7474-281651280.775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，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5-11651320.8006-11681250.7445-21661320.7956-21691280.7575-30.7826-31651290.7825-41250.7236-41250.7485-51260.7416-51260.7545-61661270.7656-61681260.7505-71651290.7816-71711270.7435-81691310.7756-81270.7475-91681340.7976-91751310.7485-101691340.7926-101751310.7485-111690.7986-111340.7745-121680.8036-121720.7845-130.7946-131720.7845-141651280.7756-141340.7745-151661250.7536-151710.7775-161651260.7636-161711320.7715-171260.7546-171691300.7695-181691280.7576-181681300.7735-191711290.7546-191250.7485-201721290.7506-201651290.7815-211310.7576-211661280.7715-221751300.7426-221661270.7655-231741320.7586-231651250.7575-241661320.7956-241250.7485-251681250.7446-251681310.7795-261280.7666-261691300.7695-271290.7726-271711340.7835-281691310.7756-281750.760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7-11711310.7668-11650.8067-21751300.7428-21691310.7757-31721280.7448-31340.8027-41741290.7418-41661340.8077-51250.7228-51661300.7837-61651310.7938-61651280.7757-71691300.7698-71290.7727-81650.8068-81280.7667-91660.8018-91681280.7617-101690.7988-101270.7477-111681340.7978-111711250.7307-121681280.7618-121711250.7307-131661290.7778-131721320.7677-141651250.7578-141710.7777-151270.7608-150.7807-161260.7418-161751320.7547-171711260.7368-171751300.7437-181721310.7618-181741300.7477-191250.7228-191751310.7437-201751260.7208-201691310.7757-211751270.7258-211691280.7577-221741270.7298-221681280.7617-231280.7398-231681250.7447-241721290.7508-241651290.7817-251721280.7448-251691280.7537-261691310.7758-261681270.7567-271691300.7698-271260.7417-280.7948-281711250.731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〕：