B区工程桩台账.xls

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1、B1B1区区工工程程桩桩台台账账(李李建建民民)序号桩号钻机编号施工时间开钻时间成孔时间1ZJ-16-28C-036.17/15:006.20/20:002ZJ-15-2C-046.17/17:306.20/21:303ZJ-15-19C-206.17/20:306.21/10:304ZJ-15-1C-056.18/10:006.21/14:005ZJ-15-33C-196.185/8:306.21/17:306ZJ-16-29C-026.18/12:306.21/18:007ZJ-16-30C-016.18/15:006.21/20:008ZJ-10-9C-166.18/10:006.22/

2、19:309KBZ-1-23C-116.18/19:006.23/11:0010ZJ-3a-2C-156.18/23:006.24/16:3011ZJ-10-7C-146.19/10:006.24/23:0012ZJ-4-3C-126.19/16:006.25/4:0013KBZ-3-7C-076.20/8:006.25/7:3014KBZ-3-4C-096.20/14:306.25/8:0015ZJ-15-29C-176.20/16:006.25/15:0016ZJ-4-9C-136.20/22:006.25/17:0017KBZ-3-9C-066.21/2:006.25/15:0018ZJ

3、-15-31C-226.18/10:186.21/22:3019ZJ-15-4C-056.22/16:006.25/12:0020ZJ-15-17C-186.18/7:006.23/12:0021ZJ-14-6C-086.15/12:006.21/21:0022ZJ-15-26C-206.22/16:006.25/9:0023ZJ-16-36C-016.23/8:006.25/21:0024ZJ-16-32C-036.22/12:006.26/12:0025ZJ-10-16C-166.24/00:006.27/6:0026ZJ-15-6C-046.22/18:006.25/14:0027ZJ-

4、15-45C-196.22/17:106.25/21:5328ZJ-16-34C-026.23/8:006.27/8:0029KBZ-1-29C6.26/18:006.29/8:0030ZJ-10-6C-146.25/7:006.30/8:0031ZJ-3a-6C-156.25/16:006.28/22:1032ZJ-15-38C-176.26/18:006.30/14:0033ZJ-15-27C-206.29/00:007.1/6:00B1B1区区工工程程桩桩台台账账(李李建建民民)序号桩号钻机编号施工时间开钻时间成孔时间34ZJ-15-3C-056.28/15:007.1/7:0035KB

5、Z-3-6C-076.26/12:007.1/12:0036KBZ-3-8C-066.27/18:007.2/2:0037ZJ-15-42C-226.29/11：107.2/14：0038ZJ-15-46C-196.29/00：007.2/14：3039ZJ-16-35C-016.30/7：007.2/23：0040ZJ-15-5C-046.29/18：007.2/15：0041KBZ-3-3C-096.27/12:007.2/16:0042ZJ-14-24C-086.27/12:007.3/6:0043ZJ-4-4C-136.27/18：007.3/6:0044ZJ-16-31C-036.2

6、9/17:007.4/9:0045ZJ-10-15C-166.30/8:007.3/17:0046ZJ-15-22C-186.28/16:307.4/15:0047ZJ-15-37C-177.3/8:007.5/9:0048ZJ-16-33C-026.29/8:007.4/12:0049ZJ-10-3C-057.5/15:007.7/22:0050KBZ-3-17C-067.5/18:007.9/17:4051ZJ-16-39C-017.5/20:007.8/12:0052ZJ-15-48C-197.5/18：007.7/17：0053ZJ-15-41C-227.6/00:007.9/8:00

7、54ZJ-10-8C-167.6/12:007.9/2:0055ZJ-3a-5C7.1/20:007.6/21:0056ZJ-10-14C-147.3/7:007.7/14:0057ZJ-15-25C-207.2/18:007.7/21:0058KBZ-3-15C-077.5/14:007.9/00:0059KBZ-1-35C-127.1/18:007.10/10:0060ZJ-15-23C-187.7/18:107.11/11:3061ZJ-16-40C-037.8/12:007.11/10:0062KBZ-3-13C-097.6/12:007.10/18:0063ZJ-4-5C-137.5

8、/18:007.11/23:0064ZJ-15-8C-047.8/18:007.11/16:0065ZJ-16-42C-027.8/18:007.12/6:00B1B1区区工工程程桩桩台台账账(李李建建民民)序号桩号钻机编号施工时间开钻时间成孔时间66ZJ-15-28C-177.8/22:007.11/1:0067ZJ-15-47C-197.7/9:007.12/16:2068KBZ-3-14C-087.6/12:007.12/17:0069ZJ-16-44C-017.10/16:007.12/22:0070ZJ-3a-4C-157.9/6:007.12/22:0071ZJ-15-24C-20

9、7.10/10:007.13/10:0072ZJ-10-2C-057.10/10:007.13/15:0073ZJ-10-10C-167.11/10:007.13/17:0074ZJ-10-13C-147.11/7:007.15/7:0075ZJ-15-32C-227.12/00:007.15/14:3076ZJ-16-41C-307.13/8:007.16/8:0077KBZ-3-16C-077.13/00:007.16/12:0078KBZ-3-18C-067.12/4:007.16/13:0079ZJ-15-9C-047.14/6:007.17/8:0080ZJ-15-34C-197.1

10、4/22:007.17/8:0081ZJ-16-45C-017.14/18:007.17/2:0082ZJ-14-3C-097.13/8:007.17/12:0083KBZ-1-28C-137.15/6:007.17/20:0084ZJ-15-36C-177.15/1:007.18/7:0085ZJ-10-17C-167.15/23:007.18/11:0086ZJ-3a-3C-157.14/16:007.18/10:0087ZJ-15-18C-207.15/14:007.18/12:0088ZJ-10-01C-057.16/6:007.18/21:0089ZJ-16-43C-027.15/1

11、2:007.18/12:0090ZJ-15-20C-227.17/00:007.19/12:0091ZJ-16-37C-037.18/8:007.21/8:0092ZJ-15-07C-047.19/12:007.21/19:0093ZJ-14-09C-067.18/18:007.22/11:0094ZJ-10-18C-167.19/15:007.22/14:3095ZJ-14-15C-077.19/12:007.22/16:0096ZJ-16-54C-207.20/6:007.22/18:0097ZJ-15-35C-177.19/22:007.23/4:00B1B1区区工工程程桩桩台台账账(李

12、李建建民民)序号桩号钻机编号施工时间开钻时间成孔时间98KBZ-1-34C-137.20/10:007.23/9:0099ZJ-3-03C-147.19/7:007.23/7:00100ZJ-14-04C-097.19/9:007.23/11:00101ZJ-3a-01C-157.19/22:007.23/9:00102ZJ-15-21C-227.20/18:007.23/17:30103ZJ-16-38C-027.21/8:007.24/10:00104ZJ-16-48C-207.24/00:007.26/15:00105KBZ-1-1C-167.24/18:007.27/2:00106ZJ

13、-14-7C-067.23/22:007.27/6:00107ZJ-14-5C077.25/18:007.27/21:30108KBZ-1-40C137.24/12:007.28/1:00109ZJ-15-16C-227.25/00:107.28/14:50110ZJ-15-30C-177.25/14:007.29/5:00111ZJ-7-11C-147.25/7:007.29/17:40112KBZ-1-24C-037.23/5:007.29/3:00113ZJ-10-12C-157.27/14:007.29/2:00114KBZ-1-2C-167.28/17:007.30/13:30115

14、ZJ-16-53C-207.27/16:007.31/3:00116ZJ-14-8C-067.28/18:008.1/00:00117KBZ-1-27C-047.24/00:008.2/12:00118ZJ-15-12C-227.30/7:308.3/3:23119KBZ-1-49C-137.27/00:008.3/2:00120KBZ-1-25C-037.31/12:008.3/9:00121KBZ-1-3C-168.1/12:008.4/7:00122ZJ-15-40C7.30/22:008.3/24:00123ZJ-14-14C-077.29/18:008.1/24:00124ZJ-16

15、-47C-208.2/18:008.5/7:00125ZJ-10-5C-157.31/10:008.4/13:00126ZJ-1a-4C-027.27/19:008.6/16:00127ZJ-14-13C-078.3/12:008.7/1:30128KBZ-1-4c-168.5/18:008.9/4:00129KBZ-3-31C-228.4/15:108.9/6:00B1B1区区工工程程桩桩台台账账(李李建建民民)序号桩号钻机编号施工时间开钻时间成孔时间130KBZ-1-61c-138.5/12:008.9/12:00131ZJ-16-52c-208.6/12:008.9/5:30132ZJ-

16、14-18C-068.3/19:008.8/20:30133ZJ-15-39C-178.6/12:008.10/5:00134KBZ-1-30C-038.5/8:008.10/10:00135ZJ-4-6C-128.5/18:008.10/20:00136ZJ-10-4C-158.6/13:008.11/6:00137KBZ-1-26C-048.4/00:008.12/15:55138ZJ-7-1C-148.4/16:008.12/22:00139ZJ-16-51C-208.11/22:308.14/2:00140ZJ-14-23C-078.9/12:008.14/10:00141ZJ-14-

17、17C-068.10/8:008.14/21:00142ZJ-7-18C-168.12/1:008.15/6:00143KBZ-1-53C-128.13/3:008.15/13:00144KBZ-1-62C-138.13/1:008.16/1:00145KBZ-3-40C-228.11/22:308.16/5:00146KBZ-1-31C-038.12/8:008.17/7:30147ZJ-1a-1C-028.8/19:008.17/15:30148KBZ-3-35149ZJ-10-11C-158.13/10:008.18/00:10150KBZ-1-33C-048.14/15:208.19/

18、11:20151ZJ-16-50C-208.15/16:008.18/2:00152ZJ-14-22C-078.15/12:008.20/6:30153KBZ-1-52C-128.17/16:008.20/9:00154ZJ-14-16C-168.16/15:308.21/2:55155ZJ-7-17C-168.17/18:008.20/23:59156KBZ-1-50C-138.17/21:008.22/14:00157KBZ-3-30C-228.17/11:08.22/14:00B1B1区区工工程程桩桩台台账账(李李建建民民)序号桩号钻机编号施工时间开钻时间成孔时间标高（m）孔深（m）沉渣

19、cm泥浆比重黏度（s）含沙率（%）坍落度（mm）钢筋加工场混凝土总方量m灌注时间护筒标高 桩顶标高 桩底标高设计成孔时 灌注前设计6.21/3:20-4:034.82-4.17-22.1726.9927.1827.1531.2203.0215114.8B1B1区区工工程程桩桩台台账账(李李建建民民)施工时间6.21/4:40-6:105.029-4.17-25.1730.19930.4730.4341.02201.5210117.26.21/16:30-17:284.613-4.17-25.1729.78329.8229.821.19222.5200117.26.21/17:50-20:004

20、.769-4.17-25.1729.93930.1130.0651.21193.0200117.26.22/23:00-00:504.405-4.17-25.1729.57529.6629.6241.13192.0200117.26.22/23:30-00:505.305-4.17-22.1727.47527.6627.6331.18212.0195114.86.22/1:25-3:305.092-4.17-22.1727.26227.5127.4741.24203.0190114.86.22/22:30-0:104.614-4.67-27.6732.28432.28432.321.17222

21、.0210118.76.23/15:40-16:405.537-3.27-19.2724.80724.9524.8961.18171.0190113.26.24/21:40-22:554.632-4.17-24.1728.80228.8528.8141.15171.1190116.46.25/4:05-5:405.048-4.67-27.6732.71832.9632.8971.22241.8180118.76.25/10:00-11.135.362-5.17-21.1726.53226.5426.541.14192.0210113.26.25/12:00-13:005.168-3.27-31

22、.2736.43836.765 36.72541.18194.0210122.76.25/13:15-15:455.159-3.27-31.2736.42936.6236.621.13201.0210122.76.25/20:49-21:584.559-4.17-25.1729.72929.7729.7161.2171.1200517.26.25/23:12-0:105.294-5.17-21.1726.46426.726.251.23201.3210113.26.25/22:00-0:404.948-3.27-31.2736.21836.2836.2351.2181.1190522.76.2

23、8/0:17-1:404.56-4.17-25.1729.7329.8429.841.19172.0210117.26.28/3:45-5:054.819-4.17-25.1729.98930.0430.0131.18181.7210517.26.28/9:00-11:505.047-4.17-25.1730.21730.3330.2851.18172.0200117.26.26/17:20-19:004.891-5.17-31.1736.06136.5236.4661.18191.1205521.16.28/10:10-12:204.971-4.17-25.1730.14130.330.24

24、61.18192.0210517.26.28/15:00-17:205.324-4.17-22.1727.49427.527.4551.12182.0210114.86.28/21:00-23:104.889-4.17-22.1727.05930.1130.111.15203.0200114.86.28/22:30-1:205-4.67-27.6732.6732.732.6731.12202.0190118.76.28/23:30-1:454.917-4.17-25.1730.08730.1830.1441.17182.0205517.26.29/11:30-14:204.565-4.17-2

25、5.1729.7353029.9551.13172.2210517.26.29/16:40-17:505.104-4.17-22.1727.27427.4527.451.19192.1210114.86.30/1:45-3:005.844-3.27-19.2725.11425.225.1551.19182.0205113.26.30/23:30-01:565.003-4.67-27.6732.67332.732.6551.15182.0210118.77.1/8:45-11:304.925-4.17-24.1729.09529.1529.1231.2201.8210516.47.1/16:30

26、-18:304.814-4.17-25.1729.98430.984 30.93451.18202.0210317.07.1/23:20-00:154.68-4.17-25.1729.8529.9529.8871.21192.1205117.0标高（m）孔深（m）沉渣cm泥浆比重黏度（s）含沙率（%）坍落度（mm）钢筋加工场混凝土总方量m灌注时间护筒标高 桩顶标高 桩底标高设计成孔时 灌注前设计B1B1区区工工程程桩桩台台账账(李李建建民民)施工时间7.1/23:10-1:005-4.17-25.1730.1730.330.2461.15182.0200317.07.3/11:10-13:20

27、5.167-3.27-31.2736.43736.6536.5781.14182.2205522.67.3/23:40-03:255.2-3.27-31.2736.4736.5436.4951.15182.3200522.67.4/16：00-17：005.341-4.17-25.1730.51130.630.5641.15202.3190117.07.4/17：40-19：205.028-4.17-25.1730.19830.2630.261.16182.2205117.07.4/11：00-12：205.1-4.17-22.1727.2727.4727.4431.15202.1195114

28、.87.5/20：00-21：505.3-4.17-25.1730.4730.530.4371.2192.1195117.07.5/5:05-7:305.4-3.27-31.2736.6736.7236.6931.17192.1220522.67.5/1:47-3:385.2-5.17-31.1736.3736.436.3731.16182.1200521.07.4/15：00-16：005.35-5.17-21.1726.5226.726.6551.17212.8195113.27.6/8:40-10:305.4-4.17-22.1727.5727.627.5821.18211.820511

29、4.87.5/18:00-19:154.98-4.67-27.6732.6532.7532.751.17192.1210318.77.6/21:21-23:154.65-4.17-25.1729.8230.023021.17192.2200117.07.7/15:00-17:304.89-4.17-25.1730.0630.130.0641.19211.7205317.07.5/21:55-22:455.2-4.17-22.1727.3727.4327.431.14182.3200314.87.9/16:08-18:205.005-4.17-27.1732.17532.1832.1621.15

30、181.6210318.77.10/21:00-23:005.02-3.27-31.2736.2936.3636.3331.14182.1210522.67.10/00:20-1:135.238-4.17-22.1727.40827.727.6731.17192.0205114.87.8/19：40-21：254.71-4.17-25.1729.8829.9629.961.17172.2210517.07.11/1:40-2:254.978-4.17-25.1730.14830.230.1641.16182.1205517.07.10/13:29-14:505.33-4.67-27.67333

31、3.133.0821.14181.6180118.77.9/4:30-5.354.93-4.17-24.1729.129.1529.1231.15202.2205116.37.9/17:33-19:305.19-4.67-27.6732.8632.932.8641.2192.4210118.77.9/20:30-21:104.917-4.17-25.1730.08730.2230.1931.18192.1205517.07.11/9:00-10:505.356-3.27-31.2736.62636.6736.6431.18192.1210522.67.11/15:21-16:195.878-3

32、.27-19.2725.14825.325.2551.15191.9200113.27.12/11:35-13:254.617-4.17-25.1729.78729.8229.821.16191.9195517.07.12/1:00-2:025.166-4.17-22.1727.33627.4127.3921.17192.0200114.87.11/20:40-22:395.143-3.27-31.2736.41336.7836.781.2192.3205522.67.12/22:07-23:295.819-5.17-21.1726.98927.127.0821.18182.1205113.2

33、7.13/10:45-12:135.018-4.17-25.1730.18830.430.3821.16201.9200317.07.13/16:05-17:154.9-4.17-22.1727.0727.227.1731.2172.1205514.8标高（m）孔深（m）沉渣cm泥浆比重黏度（s）含沙率（%）坍落度（mm）钢筋加工场混凝土总方量m灌注时间护筒标高 桩顶标高 桩底标高设计成孔时 灌注前设计B1B1区区工工程程桩桩台台账账(李李建建民民)施工时间7.14/11:20-12:304.788-4.17-25.1729.9583029.9641.16192.1205517.07.14/1

34、1:10-12:354.543-4.17-25.1729.71329.829.7641.13182.0200517.07.13/21:40-23:405.251-3.27-31.2736.52136.836.7821.16201.7200322.67.14/4:40-6:055.039-4.17-22.1727.20927.3427.3131.17201.8200514.87.14/3:53-4:455.001-4.17-24.1729.17129.229.1641.15192.0205516.37.15/1:55-2:455.149-4.17-25.1730.31930.4630.3881.

35、2222.4205517.07.14/23:00-1:005.209-4.17-27.1732.37932.4432.441.15181.9200518.77.14/16:30-18:054.917-4.17-27.1732.08732.132.0641.2192.0200118.77.16/1:06-2:385.286-4.17-27.6732.95633.2833.2621.2192.1210518.77.16/9:40-10:554.801-4.17-25.1729.97130.3630.361.15182.0190517.07.17/4:30-6:005.17-4.17-22.1727

36、.3427.3627.3151.15202.0215314.87.17/11:20-12:455.308-3.27-31.2736.57836.736.6911.13192.0210522.67.17/14:29-16:505.026-3.27-31.2736.29636.3236.2841.15181.8210522.67.18/4:50-6:105.205-4.17-25.1730.37531.1231.0931.14201.6205517.07.18/1:55-3:054.884-4.17-25.1730.05430.130.0821.19212.4200517.07.17/22:40-

37、1:005.2-4.17-22.1727.3727.4827.4531.15211.9185514.87.18/10:05-12:005.374-5.17-31.1736.54436.5736.5161.2202.5210521.07.18/22:50-23:505.718-3.27-19.2724.98825.125.0731.12202.0200513.27.19/4:10-5:054.576-4.17-25.1729.74629.9629.9151.15181.7205517.07.19/4:10-5:354.937-4.17-27.1732.10732.2432.241.2192.02

38、00518.77.19/11:10-12:005.356-4.17-24.1729.52629.629.5821.16192.0210516.37.19/11:30-13:155.235-4.17-25.1730.40530.530.4911.15171.9205517.07.20/3:50-5:495.261-4.17-27.1732.43132.632.5821.16202.0210518.77.20/9:10-10:455.237-4.17-22.1727.40727.527.4731.16181.8200514.87.20/9:00-11:155.312-4.17-25.1730.48

39、230.6430.6131.14191.9190517.07.22/00:20-1:104.968-4.17-22.1727.13827.227.1821.16181.7190514.87.22/10:35-11:505.141-4.17-25.1730.31130.3830.3441.2201.7200517.07.23/3:40-4:504.919-5.17-31.1736.08936.736.6731.17202.0210521.07.23/2:40-4:055.196-4.17-27.1732.36632.432.3731.16201.9205518.77.23/10:50-13:20

40、5.418-5.17-31.1736.58836.836.7551.16192.0210521.07.23/9:43-10:485.049-4.17-22.1727.21927.2627.2241.12171.8205514.87.23/22:30-23:404.993-4.17-25.1730.16330.230.1461.18192.0200517.0标高（m）孔深（m）沉渣cm泥浆比重黏度（s）含沙率（%）坍落度（mm）钢筋加工场混凝土总方量m灌注时间护筒标高 桩顶标高 桩底标高设计成孔时 灌注前设计B1B1区区工工程程桩桩台台账账(李李建建民民)施工时间7.23/23:37-00:20

41、5.643-3.27-19.2724.91325.225.1551.15202.2210513.27.24/4:30-6:206.079-4.17-23.6729.74929.829.7641.14181.9210515.97.24/4:30-6:105.36-5.17-31.1736.5336.636.5731.18202.5200521.07.24/1:40-2:305.325-4.17-24.1729.49529.5829.5351.18202.0200516.37.24/4:20-5:454.834-4.17-25.1730.00430.130.0551.13172.2195522.6

42、7.25/17:35-18:305.166-4.17-22.1727.33627.427.3731.15202.1210514.87.27/2:15-3:085.285-4.17-22.1727.45527.4827.4531.2192.0210514.87.27/21:20-22:306.014-3.27-19.2725.28425.3325.2851.15192.0195313.27.28/00:47-2:325.195-5.17-31.1736.36536.4436.3951.17192.0200521.07.28/22:00-1:005.604-5.17-31.1736.77436.9

43、36.8641.14201.7190521.07.29/1:10-3:305.713-3.27-19.2724.98325.125.0911.2202.3205513.27.29/5:10-6:505.489-4.17-25.1730.65930.7530.7321.15192.0215517.07.29/16:49-17:505.082-4.17-25.1730.25230.330.2731.18182.0205517.08.1/3:50-4:406.278-4.67-22.6728.9482928.9731.2202.0190514.87.29/22:30-00:555.9-3.27-19

44、.2725.1725.225.1641.19192.0205313.27.30/22:10-23:305.455-4.67-27.6733.12533.1433.141.12192.1195518.77.30/22:35-00:156.051-3.27-19.2725.32125.825.7731.152020.0200513.28.2/3:15-4:005.193-4.17-22.1727.36327.4127.3831.15192.0205514.88.2/9:35-10:535.289-5.17-31.1736.45936.836.7551.2212.3195521.08.2/21:30

45、-22:205.956-3.27-19.2725.22625.4825.4351.2191.8205513.28.3/21:40-23:155.29-4.17-25.1730.4630.7430.7131.18222.5190517.08.4/22:30-23:505.869-3.27-19.2725.13925.3525.3231.15181.9195513.28.3/22:00-23:105.896-3.27-19.2725.16625.3625.361.21202.0215513.28.5/4:20-5:005.945-3.27-25.2731.21525.3525.3141.2192.

46、1200513.28.5/2:50-3:405.282-4.17-25.1730.45230.5230.4751.18182.5200517.08.2/17:10-18:305.78-5.17-31.1736.9537.063761.14201.8200521.08.6/1:50-3:104.98-4.17-22.1727.1527.327.2641.24182.1200514.88.6/4:30-5:505.633-4.67-27.6733.30333.3533.3231.24192.1210318.78.7/14:10-15:405.98-5.67-26.6732.6532.7432.69

47、51.15182.0205317.18.8/21:30-23:005.518-5.17-31.1736.68836.836.7821.16192.0215521.08.9/22:40-0:505.991-3.27-19.2725.26125.325.2821.2192.0195513.28.10/11:40-13:305.093-3.27-31.2736.36336.436.3641.15192.0200522.6标高（m）孔深（m）沉渣cm泥浆比重黏度（s）含沙率（%）坍落度（mm）钢筋加工场混凝土总方量m灌注时间护筒标高 桩顶标高 桩底标高设计成孔时 灌注前设计B1B1区区工工程程桩桩台台

48、账账(李李建建民民)施工时间8.10/5:50-6:506.12-3.27-19.2725.3925.5225.4931.2192.1215513.28.10/0:15-1:185.065-4.17-22.1727.23527.2827.2441.15192.0210514.88.9/18:00-19:305.211-5.17-31.1736.38136.436.3731.16192.1200521.08.10/17:40-18:455.16-4.17-25.1730.3330.430.3551.2192.2200317.08.11/3:45-4:455.99-3.27-19.2725.262

49、5.5225.4841.15181.9210513.28.12/9:50-10:405.868-5.17-21.1727.03827.0827.0621.18182.2195513.28.12/10:50-11:505.454-4.67-27.6733.12433.2433.241.24192.2200518.78.13/16:50-18:106.173-3.27-19.2725.44325.5925.5631.25192.1205513.28.14/6:15-7:006.29-4.67-22.6728.962928.9641.23202.2205514.88.15/00:26-1:105.1

50、69-4.17-22.1727.33927.427.3821.17192.0200514.88.14/22:45-00:335.597-5.17-31.1736.76736.8536.8231.2192.0210521.08.15/23:10-00:305.324-5.17-31.1736.49436.536.4911.15181.9200521.08.16/10:40-11:406.125-4.67-22.6728.79528.928.8641.14171.8190514.88.16/15:30-17:105.351-3.27-19.2724.62124.6724.6341.14191.71