路基施工测量计算表.xls
《路基施工测量计算表.xls》由会员分享,可在线阅读,更多相关《路基施工测量计算表.xls(16页珍藏版)》请在三一办公上搜索。
1、路路基基施施工工测测量量计计算算表表里程桩号路面设计高路基设计高地面高填(+)/切(-)备 注K8+370316.780316.080K8+380316.730316.030K8+400316.630315.930K8+420316.530315.830K8+440316.430315.730K8+460316.330315.630K8+480316.230315.530K8+500316.130315.430K8+520316.030315.330K8+540315.930315.230K8+560315.830315.130K8+580315.730315.030K8+600315.630
2、314.930K8+620315.530314.830K8+640315.430314.730K8+660315.330314.630K8+680315.230314.530K8+700315.130314.430K8+720315.030314.330K8+740314.930314.230K8+760314.830314.130K8+780314.730314.030K8+800314.630313.930路路基基施施工工测测量量计计算算表表施工单位:日期:年 月 日桩号设计高程实测高程高差(+填-切)备 注中桩()m()m()m()m()m()mK5+500332.73K5+520332
3、.63K5+540332.48K5+550332.39K5+560332.29K5+580332.04K5+600331.75K5+620331.46K5+640331.17K5+660330.87K5+680330.58K5+700330.29K5+720330.02K5+740329.86K5+760329.80K5+780329.85K5+800329.93K5+820330.00K5+840330.08K5+860330.15K5+880330.23K5+900330.30K5+920330.38K5+940330.45K5+960330.49K5+980330.39K6+000330
4、.15K6+020329.76K6+040329.34测量:计算:复核:K6+060328.92K6+080328.50K6+100328.08K6+120327.67K6+140327.25K6+160326.83K6+180326.41K6+200325.99K6+220325.57K6+240325.15K6+260324.78K6+280324.66K6+300324.81K6+320325.21K6+340325.65K6+360326.10K6+380326.54K6+400326.99K6+420327.43K6+440327.88K6+460328.28K6+470328.45
5、K6+480328.61K6+500328.86K6+520329.07K6+540329.28K6+560329.48K6+580329.69K6+600329.90路路基基施施工工测测量量计计算算表表施工单位:日期:年 月 日桩号设计高程实测高程高差(+填-切)备 注中桩()m()m()m()m()m()m测量:计算:复核:K6+620330.11K6+640330.31K6+660330.52K6+680330.73K6+700330.94K6+720331.14K6+740331.35K6+760331.56K6+780331.77K6+800331.86K6+820331.75K6+
6、830331.62K6+840331.44K6+860330.92K6+880330.21K6+900329.39K6+920328.56K6+940327.73K6+960326.90K6+980326.07K7+000325.25K7+020324.42K7+040323.59K7+060322.77K7+080322.09K7+100321.61K7+120321.33K7+140321.25K7+160321.32路路基基施施工工测测量量计计算算表表施工单位:日期:年 月 日桩号设计高程实测高程高差(+填-切)备 注中桩()m()m()m()m()m()m测量:计算:复核:K7+180
7、321.39K7+200321.46K7+220321.53K7+240321.60K7+260321.67K7+280321.74K7+300321.81K7+320321.85K7+340321.83K7+360321.74K7+380321.58K7+400321.40K7+420321.22K7+440321.04K7+460320.86K7+480320.68K7+500320.50K7+520320.32K7+540320.14K7+560319.96K7+580319.78K7+600319.62K7+620319.53K7+630319.51K7+640319.51K7+660
8、319.56K7+680319.68K7+700319.82K7+720319.96路路基基施施工工测测量量计计算算表表施工单位:日期:年 月 日桩号设计高程实测高程高差(+填-切)备 注中桩()m()m()m()m()m()m测量:计算:复核:K7+740320.10K7+760320.24K7+780320.37K7+800320.51K7+820320.65K7+840320.79K7+860320.93K7+880321.07K7+900321.21K7+920321.35K7+940321.49K7+960321.63K7+980321.76K8+000321.90K8+020321
9、.99K8+030321.96K8+040321.88K8+060321.58K8+080321.23K8+100320.87K8+120320.52K8+140320.16K8+160319.81K8+180319.45K8+200319.10K8+220318.74K8+240318.39K8+260318.03K8+280317.68路路基基施施工工测测量量计计算算表表施工单位:日期:年 月 日桩号设计高程实测高程高差(+填-切)备 注中桩()m()m()m()m()m()m测量:计算:复核:K8+300317.32K8+320316.97K8+340316.61K8+360316.29
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- 路基 施工 测量 计算
链接地址:https://www.31ppt.com/p-2194986.html