砂石褥墊層夯填度施工記錄表(1)

1、砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.17 （第一步)點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度1-12011650.8212-12031650.8131-22031660.8182-22021640.8121-32001620.8102-32051660.8101-42011630.8112-42061660.8061-51991620.8142-52041630.7991-61981550.7832-62031620.7981-72031630.8032-72011620.8061-82011610.8

28001-92021620.8022-92031620.7981-102001610.8052-102051640.8001-111991600.8042-112011600.7961-121971600.8122-121991600.8041-131981620.8182-131981600.8081-141971610.8172-141961580.8061-152011600.7962-151951550.7951-162021620.8022-161941520.7841-172051660.8102-171961580.8061-182041650.8092

3、-181981580.7981-192031630.8032-191991590.7991-202011610.8012-201981600.8081-212001610.8052-211971570.7971-221981600.8082-221951550.7951-231971590.8072-231981590.8031-241951580.8102-242021600.7921-251961580.8062-252031610.7931-261991600.8042-262051640.8001-272011610.8012-272041610.7891-282001600.8002

4、-282061660.806 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.17 （第一步)點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度3-12001650.8254-12011610.8013-22011660.8264-22031630.8033-32001620.8104-32021

5、620.8023-41991600.8044-42041630.7993-51981600.8084-52011620.8063-62001600.8004-61981550.7833-72031630.8034-71991600.8043-82051640.8004-81971590.8073-92011620.8064-91971590.8073-102031610.7934-102011610.8013-112041600.7844-112021610.7973-122061650.8014-121991600.8043-132051650.8054-131981600.8083-142

6、031610.7934-142031610.7933-152041640.8044-152041620.7943-161991620.8144-162051630.7953-171981660.8384-172031620.7983-181991650.8294-182011610.8013-192011630.8114-192021630.8073-202021610.7974-202041630.7993-212031610.7934-212011610.8013-221991600.8044-221991600.8043-231971590.8074-231951590.8153-241

7、951580.8104-241981580.7983-252031580.7784-251971580.8023-262021600.7924-261981600.8083-272041610.7894-271961580.8063-282021600.7924-281991600.804 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.

8、17 （第一步) 點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度5-11991650.8296-12011650.8215-21981610.8136-22021660.8225-31951640.8416-32021620.8025-41981620.8186-42001660.8305-52001660.8036-52011620.8065-62031650.8136-61991600.8045-72011630.8116-71981600.8085-82021610.7976-81961600.8165-92051610.7856-91951

9、630.8365-102031600.7886-101941640.8455-112011590.7916-111951620.8315-121981580.7986-121961610.8215-131991620.8146-131981600.8085-141971610.8176-141991650.8295-151961660.8476-152021650.8175-161951620.8316-162011660.8265-172001600.8006-172031620.7985-182001600.8006-182041600.7845-192011600.7966-192051

10、630.7955-202031630.8036-202031610.7935-212011640.8166-212011610.8015-221991620.8146-222001610.8055-232011610.8016-232001600.8005-242001600.8006-242011590.7915-251981650.8336-252011580.7865-261981650.8336-262051580.7715-271981660.8386-272041600.7845-281991620.8146-282031580.778 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工

11、員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.17 （第一步)點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度7-12001610.8058-12031650.8137-22031600.7888-22011660.8267-32011590.7918-32001620.8107-42021580.7828-42051630.7957-

12、51991580.7948-52041620.7947-61981600.8088-62061550.7527-71951580.8108-72031630.8037-81961600.8168-82041610.7897-91981600.8088-92021620.8027-101971630.8278-101991610.8097-112011640.8168-111981600.8087-122021620.8028-121981600.8087-131991610.8098-131961620.8277-141991600.8048-141981660.8387-152011650.

13、8218-151991620.8147-162031650.8138-162021600.7927-172001660.8308-172011600.7967-181991620.8148-182031600.7887-191961600.8168-192001630.8157-201951610.8268-202001640.8207-211961610.8218-212011620.8067-221991610.8098-222031610.7937-232011600.7968-232021600.7927-242031590.7838-241991650.8297-252001580.

14、7908-251981650.8337-262021580.7828-261991660.8347-272041600.7848-272001620.8107-282051580.7718-282001600.800 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.18 （第二步) 點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前

15、厚度（mm）夯實(shí)后厚度（mm）夯填度1-12011650.8212-12031650.8131-22031660.8182-22021640.8121-32001620.8102-32051660.8101-42011630.8112-42061660.8061-51991620.8142-52041630.7991-61981550.7832-62031620.7981-72031630.8032-72011620.8061-82011610.8012-82001600.8001-92021620.8022-92031620.7981-102001610.8052-102051640.800

16、1-111991600.8042-112011600.7961-121971600.8122-121991600.8041-131981620.8182-131981600.8081-141971610.8172-141961580.8061-152011600.7962-151951550.7951-162021620.8022-161941520.7841-172051660.8102-171961580.8061-182041650.8092-181981580.7981-192031630.8032-191991590.7991-202011610.8012-201981600.808

17、1-212001610.8052-211971570.7971-221981600.8082-221951550.7951-231971590.8072-231981590.8031-241951580.8102-242021600.7921-251961580.8062-252031610.7931-261991600.8042-262051640.8001-272011610.8012-272041610.7891-282001600.8002-282061660.806 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯

18、實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.18 （第二步)點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度3-12001650.8254-12011610.8013-22011660.8264-22031630.8033-32001620.8104-32021620.8023-41991600.8044-42041630.7993-51981600.8084-52011620.8063-62001600.

19、8004-61981550.7833-72031630.8034-71991600.8043-82051640.8004-81971590.8073-92011620.8064-91971590.8073-102031610.7934-102011610.8013-112041600.7844-112021610.7973-122061650.8014-121991600.8043-132051650.8054-131981600.8083-142031610.7934-142031610.7933-152041640.8044-152041620.7943-161991620.8144-16

20、2051630.7953-171981660.8384-172031620.7983-181991650.8294-182011610.8013-192011630.8114-192021630.8073-202021610.7974-202041630.7993-212031610.7934-212011610.8013-221991600.8044-221991600.8043-231971590.8074-231951590.8153-241951580.8104-241981580.7983-252031580.7784-251971580.8023-262021600.7924-26

21、1981600.8083-272041610.7894-271961580.8063-282021600.7924-281991600.804 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.18 （第二步)點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度5-11991650.8296-1201

22、1650.8215-21981610.8136-22021660.8225-31951640.8416-32021620.8025-41981620.8186-42001660.8305-52001660.8036-52011620.8065-62031650.8136-61991600.8045-72011630.8116-71981600.8085-82021610.7976-81961600.8165-92051610.7856-91951630.8365-102031600.7886-101941640.8455-112011590.7916-111951620.8315-121981

23、580.7986-121961610.8215-131991620.8146-131981600.8085-141971610.8176-141991650.8295-151961660.8476-152021650.8175-161951620.8316-162011660.8265-172001600.8006-172031620.7985-182001600.8006-182041600.7845-192011600.7966-192051630.7955-202031630.8036-202031610.7935-212011640.8166-212011610.8015-221991

24、620.8146-222001610.8055-232011610.8016-232001600.8005-242001600.8006-242011590.7915-251981650.8336-252011580.7865-261981650.8336-262051580.7715-271981660.8386-272041600.7845-281991620.8146-282031580.778 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。

25、施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.18 （第二步)點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度7-12001610.8058-12031650.8137-22031600.7888-22011660.8267-32011590.7918-32001620.8107-42021580.7828-42051630.7957-51991580.7948-52041620.7947-61981600.8088-62061550.7527-71951580.8108-72031

26、630.8037-81961600.8168-82041610.7897-91981600.8088-92021620.8027-101971630.8278-101991610.8097-112011640.8168-111981600.8087-122021620.8028-121981600.8087-131991610.8098-131961620.8277-141991600.8048-141981660.8387-152011650.8218-151991620.8147-162031650.8138-162021600.7927-172001660.8308-172011600.

27、7967-181991620.8148-182031600.7887-191961600.8168-192001630.8157-201951610.8268-202001640.8207-211961610.8218-212011620.8067-221991610.8098-222031610.7937-232011600.7968-232021600.7927-242031590.7838-241991650.8297-252001580.7908-251981650.8337-262021580.7828-261991660.8347-272041600.7848-272001620.

28、8107-282051580.7718-282001600.800 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.19 （第三步) 點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度1-11651250.7582-11711280.7481-21691260.7462-21741310.7531

29、-31701270.7472-31751320.7541-41711280.7492-41721320.7671-51721270.7382-51701340.7881-61731280.7392-61731350.7801-71691290.7632-71691350.7981-81681280.7622-81681300.7731-91721300.7562-91691310.7751-101731310.7572-101701280.7531-111751310.7492-111711290.7541-121741320.7592-121741270.7301-131761350.767

30、2-131721260.7321-141741340.7702-141731250.7231-151721330.7732-151711250.7311-161731350.7802-161691260.7451-171701280.7532-171681260.7501-181691280.7572-181681280.7621-191691290.7632-191651310.7941-201681270.7562-201691350.7981-211671260.7542-211721340.7791-221651250.7572-221741330.7641-231631250.766

31、2-231711320.7721-241681270.7562-241701300.7651-251691270.7512-251691280.7571-261711290.7542-261681290.7681-271731260.7282-271641250.7621-281691280.7532-281701270.747 備注：圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱

32、：龍韻華庭2#樓 時(shí)間：2014.11.19 （第三步)點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度3-11661300.7834-11681260.7503-21671280.7664-21661260.7593-31661290.7774-31671310.7843-41691310.7754-41691300.7693-51681320.7864-51661300.7833-61681290.7674-61661350.8133-71691250.7394-71681340.7973-81651250.7574-81651340.8123-

33、91681260.7504-91711330.7773-101701300.7654-101751310.7483-111751310.7484-111731300.7513-121761280.7274-121731280.7393-131751290.7374-131721250.7263-141751250.7144-141701260.7413-151671300.8844-151751280.7313-161661350.8134-161681290.7673-171681320.7864-171691270.7513-181671320.7904-181661250.7533-19

34、1661330.8014-191651310.7943-201701330.7824-201711350.7893-211711340.7844-211751340.7653-221721300.7564-221721340.7793-231751280.7314-231741330.7643-241731250.7234-241731320.7633-251711290.7544-251701310.7703-261651270.7694-261701300.7653-271681260.7504-271751310.7483-281701270.7474-281651280.775 備注：

35、圖紙?jiān)O(shè)計(jì)夯填度0.9，施工中由各樓施工員用水準(zhǔn)儀測量，夯填前，每個(gè)控制點(diǎn)控制范圍不大于9m2，用白石灰做標(biāo)記，夯實(shí)后再用水準(zhǔn)儀測量，使用機(jī)械為壓路機(jī)（18t）、立式打夯機(jī)。壓實(shí)遍數(shù)為四遍。施工員： 質(zhì)檢員： 監(jiān)理單位（蓋章）：砂石褥墊層夯填度施工記錄表 工程名稱：龍韻華庭2#樓 時(shí)間：2014.11.19 （第三步)點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度點(diǎn)位夯實(shí)前厚度（mm）夯實(shí)后厚度（mm）夯填度5-11651320.8006-11681250.7445-21661320.7956-21691280.7575-31701330.7826-31651290.7825-41731250.

36、7236-41671250.7485-51701260.7416-51671260.7545-61661270.7656-61681260.7505-71651290.7816-71711270.7435-81691310.7756-81701270.7475-91681340.7976-91751310.7485-101691340.7926-101751310.7485-111691350.7986-111731340.7745-121681350.8036-121721350.7845-131701350.7946-131721350.7845-141651280.7756-141731

37、340.7745-151661250.7536-151711330.7775-161651260.7636-161711320.7715-171671260.7546-171691300.7695-181691280.7576-181681300.7735-191711290.7546-191671250.7485-201721290.7506-201651290.7815-211731310.7576-211661280.7715-221751300.7426-221661270.7655-231741320.7586-231651250.7575-241661320.7956-241671250.7485-251681250.7446-251681310.779