公路工程收方表格-水泥稳定土层-含公式计算样板

0+00 +20 +40 +60 +80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+50
Выполнил: Геодезист ТООО "
"
___________________ ___________________ ____________________
268.915 269.128 269.409 269.632 269.797 269.926 270.057 270.179 270.158 270.164 270.169 270.174 270.179 270.222
268.868 5.000 269.145 10.610 269.604 11.740 269.876 10.360 270.154 10.330 270.371 11.120 270.301 6.110 270.651 12.860 270.501 12.280 270.348 10.900 270.231 10.470 270.121 10.420 270.043 10.650 270.063
10.590
8.250Байду номын сангаас
4.125
10.590
Выполнил: Геодезист ТООО "
"
___________________ ___________________ ____________________
Проверил： Геодеэист ТООО “SINOHYDRO" Принял: Инженер Геодеэист ТООО "Каэдорпроект"
268.840 5.000 268.982 9.750 269.204 12.330 269.387 10.400 269.438 10.400 269.510 10.390 269.819 5.950 269.638 14.730
270.010 10.580 270.015 10.570 270.020 10.590 270.063
268.889 1.750 269.082 3.095 269.353 3.375 269.552 3.375 269.680 3.375 269.791 3.375 269.938 2.975 269.944 6.395 270.020 4.935 270.099 4.340 270.107 4.125 270.112 4.125 270.117 4.125 270.160
Проверил： Геодеэист ТООО “SINOHYDRO" Принял: Инженер Геодеэист ТООО "Каэдорпроект"
ПГС
второстепенная дорога отметка ПГС на ПК 1+20~2+50 L ПК 2+50 0cb R 4.125 8.250 ПК 2+50
ПГС
второстепенная дорога отметка ПГС на ПК 1+20~2+50 L ПК 0+00 +20 +40 +60 +80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+50 0cb R ПК 268.899 1.750 269.134 3.490 269.465 3.375 269.712 3.375 269.914 3.375 270.080 3.845 270.179 3.055 270.372 5.250 270.297 4.965 270.236 4.270 270.193 4.125 270.153 4.125 270.126 4.125 270.160 268.882 3.500 269.139 6.980 269.521 6.750 269.791 6.750 270.030 6.750 270.234 7.690 270.301 6.110 270.564 10.500 270.435 9.930 270.308 8.540 270.218 8.250 270.132 8.250 270.073 8.250 270.098
268.863 3.500 269.035 6.190 269.297 6.750 269.473 6.750 269.564 6.750 269.656 6.750 269.819 5.950 269.710 12.790 269.883 9.870 270.034 8.680 270.045 8.250 270.050 8.250 270.055 8.250 270.098