测量高程(自动生成表1.12).xls

高高程程测测量量记记录录表表 工程名称: 第 页共 页 新公施检-05 序 号 测 量 点 水准尺读数 仪器高测量高程设计高程 前 视中 视后 视 BM11.57876.08874.51 左1.57274.516 K0-020中1.52774.56174.57 右1.57574.513 左1.47874.61 K0-040中1.44974.63974.65 右1.48174.607 左1.39974.689 K0-060中1.37774.71174.72 右1.40274.686 左1.32874.76 K0-080中1.30474.78474.8 右1.33174.757 左1.28274.806 K0-090中1.25874.8374.84 右1.28574.803 左1.27874.81 K0-100中1.23274.85674.87 右1.28174.807 左1.19574.893 K0-120中1.15474.93474.95 右1.19874.89 左1.11674.972 K0-140中1.0875.00875.02 右1.11974.969 左1.02775.061 K0-160中0.99975.08975.1 右1.0375.058 左0.97275.116 K0-180中0.92375.16575.18 右0.97675.112 zd0.9562.09677.228 左2.02475.204 K0-200中1.99375.23575.25 右2.02775.201 左1.95675.272 K0-220中1.90975.31975.33 右1.95975.269 左1.86875.36 K0-240中1.83975.38975.4 右1.87175.357 左1.80375.425 K0-260中1.76275.46675.48 右1.80675.422 左1.74475.484 K0-280中1.69475.53475.55 右1.74775.481 左1.66775.561 K0-300中1.61375.61575.63 右1.6775.558 左1.57575.653 K0-320中1.53175.69775.71 右1.57975.649 左1.44475.784 K0-340中1.41875.8175.82 右1.44775.781 左1.30975.919 K0-360中1.26275.96675.98 右1.31275.916 zd10.4851.78578.528 左2.40176.127 K0-380中2.3776.15876.17 右2.40576.123 左2.30476.224 K0-390中2.27276.25676.27 右2.30776.221 左2.21176.317 K0-400中2.17976.34976.36 右2.21576.313 左2.00476.524 K0-420中1.98176.54776.56 右2.00776.521 左1.83576.693 K0-440中1.79276.73676.75 右1.83876.69 左1.65876.87 K0-460中1.6376.89876.91 右1.66176.867 左1.55776.971 K0-480中1.5177.01877.03 右1.5676.968 左1.45977.069 K0-500中1.41977.10977.12 右1.46277.066 左1.37677.152 K0-520中1.34277.18677.2 右1.37977.149 左1.27377.255 K0-540中1.2577.27877.29 右1.27677.252 左1.19977.329 K0-560中1.1777.35877.37 右1.20277.326 左1.11777.411 K0-580中1.0877.44877.46 右1.1277.408 左1.02277.506 K0-600中0.99977.52977.54 右1.02577.503 左0.95977.569 K0-620中0.91277.61677.63 右0.96277.566 左0.8777.658 K0-640中0.82177.70777.72 右0.87377.655 左0.79177.737 K0-660中0.74277.78677.8 右0.79477.734 左0.69577.833 K0-680中0.6577.87877.89 右0.69877.83 左0.60677.922 K0-700中0.57377.95577.97 右0.60977.919 左0.51178.017 K0-720中0.48278.04678.06 右0.51578.013 左0.44578.083 K0-740中0.478.12878.14 右0.44878.08 左0.35178.177 K0-759中0.32478.20478.22 右0.35478.174 左0.3678.168 K0-760中0.3178.21878.23 右0.36378.165 左0.26278.266 K0-780中0.23278.29678.31 右0.26678.262 左0.16778.361 K0-800中0.13778.39178.4 右0.1778.358 左0.07378.455 K0-820中0.03178.49778.51 右0.07678.452 左-0.06878.596 K0-840中-0.11778.64578.66 右-0.06578.593 左-0.26378.791 K0-860中-0.29978.82778.84 右-0.2678.788 左-0.33278.86 K0-867中-0.36178.88978.9 右-0.32978.857 zd20.7022.3480.166 左1.19878.968 K0-880中1.15579.01179.02 右1.20178.965 左1.05879.108 K0-900中1.00879.15879.17 右1.06179.105 左0.96379.203 K0-920中0.92979.23779.25 右0.96679.2 左0.95879.208 K0-940中0.91579.25179.26 右0.96179.205 左0.96479.202 K0-950中0.93279.23479.25 右0.96779.199 左0.97479.192 K0-960中0.9479.22679.24 右0.97779.189 左0.98879.178 K0-980中0.94779.21979.23 右0.99179.175 左1.01479.152 K1-000中0.96579.20179.21 右1.01779.149 备 注 单元格右键试试？ -9 -11 -9 -16 -10 -14 -16 -12 高高程程测测量量记记录录表表 工程名称: 第 页共 页 新公施检-05 -11 -15 -15 -11 -11 -14 -16 -15 -13 -10 -14 -12 -14 -11 -13 -14 -12 -12 -11 -14 -12 -12 -12 -11 -14 -13 -14 -12 -15 -14 -12 -16 -12 -14 -9 -13 -15 -13 -11 -9 -12 -13 -9 -16 -14 -11 -9 参参 数数 表表 桩号原地面高程 设计中桩高程 （m） 结构层厚度（cm） 路基顶高程 (m) 底基层高程（m） 底基层厚度 （cm） 基层厚度 （cm） 面层厚度 （cm） 20154 K0+00074.530路基宽度74.14074.34 K0+02074.61W1W174.22074.42 K0+04074.692.52.574.30074.5 K0+06074.76坡比74.37074.57 K0+08074.841:1.574.45074.65 K0+09074.88边桩74.49074.69 K0+10074.91最小值最大值74.52074.72 K0+12074.99225574.60074.8 K0+14075.06284974.67074.87 K0+16075.1474.75074.95 K0+18075.22 路路基基顶顶 74.83075.03 K0+20075.2974.90075.1 K0+22075.3774.98075.18 K0+24075.44转点编号前视后视75.05075.25 K0+26075.52ZD0.9562.09675.13075.33 K0+28075.59ZD10.4851.78575.20075.4 K0+30075.67ZD20.7022.3475.28075.48 K0+32075.75ZD375.36075.56 K0+34075.86ZD475.47075.67 K0+36076.02ZD575.63075.83 K0+38076.21ZD675.82076.02 K0+39076.31ZD775.92076.12 K0+40076.4ZD876.01076.21 K0+42076.6ZD976.21076.41 K0+44076.79ZD1076.40076.6 K0+46076.9576.56076.76 K0+48077.0776.68076.88 K0+50077.1676.77076.97 K0+52077.2476.85077.05 K0+54077.3376.94077.14 K0+56077.4177.02077.22 K0+58077.577.11077.31 K0+60077.5877.19077.39 K0+62077.6777.28077.48 K0+64077.7677.37077.57 K0+66077.8477.45077.65 K0+68077.9377.54077.74 K0+70078.0177.62077.82 K0+72078.177.71077.91 K0+74078.1877.79077.99 K0+75978.2677.87078.07 K0+76078.2777.88078.08 K0+78078.3577.96078.16 K0+80078.4478.05078.25 K0+82078.5578.16078.36 K0+84078.778.31078.51 K0+86078.8878.49078.69 K0+86778.9478.55078.75 K0+88079.0678.67078.87 K0+90079.2178.82079.02 K0+92079.2978.90079.1 K0+94079.378.91079.11 K0+95079.2978.90079.1 K0+96079.2878.89079.09 K0+98079.2778.88079.08 K01+00079.2578.86079.06 基层顶高程面层高程 转点设置 转点 桩号 74.4974.530 74.5774.610 74.6574.690 74.7274.760 74.874.840 74.8474.880 74.8774.910 74.9574.990 75.0275.060 75.175.140 75.1875.220zd 75.2575.290 75.3375.370 75.475.440 75.4875.520 75.5575.590 75.6375.670 75.7175.750 75.8275.860 75.9876.020zd1 76.1776.210 76.2776.310 76.3676.400 76.5676.600 76.7576.790 76.9176.950 77.0377.070 77.1277.160 77.277.240 77.2977.330 77.3777.410 77.4677.500 77.5477.580 77.6377.670 77.7277.760 77.877.840 77.8977.930 77.9778.010 78.0678.100 78.1478.180 78.2278.260 78.2378.270 78.3178.350 78.478.440 78.5178.550 78.6678.700 参参 数数 表表 78.8478.880 78.978.940zd2 79.0279.060 79.1779.210 79.2579.290 79.2679.300 79.2579.290 79.2479.280 79.2379.270 79.2179.250 高高程程测测量量记记录录表表 工程名称: 第 页共 页 新公施检-05 序 号 测 量 点 水准尺读数 仪器高测量高程设计高程 前 视中 视后 视 BM11.57876.08874.51 左1.98674.102 K0+000中1.96074.12874.140 右1.98974.099 左1.90374.185 K0+020中1.87474.21474.220 右1.90774.181 左1.85674.232 K0+040中1.81174.27774.300 右1.85974.229 左1.77674.312 K0+060中1.73474.35474.370 右1.78074.308 左1.67274.416 K0+080中1.63074.45874.450 右1.67574.413 左1.59774.491 K0+100中1.56974.51974.520 右1.60074.488 左1.55574.533 K0+120中1.50774.58174.600 右1.55874.530 左1.44974.639 K0+140中1.40874.68074.670 右1.45274.636 左1.37474.714 K0+160中1.34574.74374.750 右1.37874.710 左1.31374.775 K0+180中1.27674.81274.830 右1.31674.772 zd0.9562.09677.228 左2.36374.865 K0+200中2.32874.90074.900 右2.36674.862 左2.29774.931 K0+220中2.26574.96374.980 右2.30074.928 左2.23374.995 K0+240中2.19575.03375.050 右2.23674.992 左2.15375.075 K0+260中2.11075.11875.130 右2.15675.072 左2.09275.136 K0+280中2.05075.17875.200 右2.09675.132 左1.97875.250 K0+300中1.94375.28575.280 右1.98175.247 左1.90375.325 K0+320中1.87475.35475.360 右1.90675.322 左1.79675.432 K0+340中1.76375.46575.470 右1.80075.428 左1.64675.582 K0+360中1.60775.62175.630 右1.64975.579 zd10.4851.78578.528 左75.763 K0+380中2.76575.80375.820 右2.72575.760 左2.76875.979 K0+400中2.54976.00876.010 右2.52075.976 左2.55276.157 K0+420中2.37176.18876.210 右2.34076.153 左2.37576.334 K0+440中2.19476.38176.400 右2.14776.330 左2.19876.520 K0+460中2.00876.56776.560 右1.96176.517 左2.01176.628 K0+480中1.90076.65876.680 右1.87076.625 左1.90376.731 K0+500中1.79776.76076.770 右1.76876.727 左1.80176.805 K0+520中1.72376.84976.850 右1.67976.802 左1.72676.901 K0+540中1.62776.93776.940 右1.59176.898 左#N/A ZD2中#N/A#N/A 右#N/A 左76.959 K0+560中77.00077.020 右76.956 左77.075 K0+580中77.10677.110 右77.072 左77.133 K0+600中77.17777.190 右77.130 左77.231 K0+620中77.26777.280 右77.228 左77.326 K0+640中77.36077.370 右77.323 左77.404 K0+660中77.44877.450 右77.401 左77.548 K0+680中77.54877.540 右77.545 左77.561 K0+700中77.60077.620 右77.557 左77.663 K0+720中77.70077.710 右77.660 左77.750 K0+740中77.78977.790 右77.747 左77.840 K0+760中77.88377.880 右77.836 左77.927 K0+780中77.96077.960 右77.923 左78.006 43K0+800中78.05078.050 右78.002 143左78.129 44K0+820中78.16078.160 右78.125 144左78.265 45K0+840中78.30878.310 右78.261 145左78.447 46K0+860中78.47678.490 右78.444 146左78.618 47K0+880中78.65278.670 右78.615 147左78.773 48K0+900中78.81878.820 右78.770 148左78.865 49K0+920中78.89478.900 右78.861 149左78.863 50K0+940中78.89878.910 #REF!右78.860 左78.869 K0+960中78.90178.890 #REF!右78.865 左78.822 K0+980中78.86178.880 #REF!右78.819 f容=30 =30mm f容f测 该测量数据满足精度要求 共测 ： 50断面合格：51断面 0 测量: 复测: 年 月 日 参参 数数 表表 桩号 原地面高 程 设计中桩高 程 （m） 结构层厚度 （cm） 备 注 底基层厚 度（cm） 基层厚度 （cm） 2015 K0+00074.530路基宽度 0.256809K0+02074.61W1W1 -12-12-0.0120K0+04074.692.52.5 0.311575K0+06074.76坡比 0.293209K0+08074.841:1.5 -6-6-0.0060K0+09074.88边桩 0.322699K0+10074.91最小值最大值 0.449052K0+12074.992255 -23-23-0.0230K0+14075.062849 0.318335K0+16075.14 0.424476K0+18075.22 路路基基顶顶 -16-16-0.0160K0+20075.29 0.409227K0+22075.37 0.415461K0+24075.44转点编号前视 880.0080K0+26075.52ZD0.956 0.478062K0+28075.59ZD10.485 0.28211K0+30075.67ZD20.702 -1-1-0.0010K0+32075.75ZD3 0.329805K0+34075.86ZD4 0.475542K0+36076.02ZD5 -19-19-0.0190K0+38076.21ZD6 0.28893K0+39076.31ZD7 0.411966K0+40076.4ZD8 10100.0100K0+42076.6ZD9 高高程程测测量量记记录录表表 工程名称: 第 页共 页 新公施检-05 0.454723K0+44076.79ZD10 0.294405K0+46076.95 -7-7-0.0070K0+48077.07 0.392604K0+50077.16 0.371849K0+52077.24 -18-18-0.0180K0+54077.33 0.300554K0+56077.41 0.388778K0+58077.5 0.447432K0+60077.58 0.316869K0+62077.67 0.345823K0+64077.76 000.0000K0+66077.84 0.349644K0+68077.93 0.3156K0+70078.01 -17-17-0.0170K0+72078.1 0.347581K0+74078.18 0.380458K0+75978.26 -17-17-0.0170K0+76078.27 0.482603K0+78078.35 0.425262K0+80078.44 -12-12-0.0120K0+82078.55 0.349506K0+84078.7 0.420216K0+86078.88 -22-22-0.0220K0+86778.94 0.408847K0+88079.06 0.347753K0+90079.21 550.0050K0+92079.29 0.460338K0+94079.3 0.285209K0+95079.29 -6-6-0.0060K0+96079.28 0.449041K0+98079.27 0.331661K01+00079.25 -5-5-0.0050 0.384769 0.385959 -9-9-0.0090 0.313766 0.285175 0.395838 -17-17-0.0170 0.327813 0.287305 -2-2-0.0020 0.353546 0.314151-0.018 -22-22-0.0220 0.425768 0.471877 -19-19-0.0190 0.460477 0.472142 770.0070 0.44517 0.297471 -22-22-0.0220 0.464924 0.291505 -10-10-0.0100 0.284373 0.442841 -1-1-0.0010 0.363955 0.35755 -3-3-0.0030 0.423258 0.374825 -6-6-0.0060#N/A 0.374178 0.40847 -20-20-0.0200 0.477414 0.305943 -4-4-0.0040 0.355329 0.437698 -13-13-0.0130 0.451048 0.356553 -13-13-0.0130 0.385606 0.342946 -10-10-0.0100 0.455483 0.437915 -2-2-0.0020 0.307631 880.0080 0.370871 0.393792 -20-20-0.0200 0.411864 0.367754 -10-10-0.0100 0.391061 0.388319 -1-1-0.0010 0.35512 0.431445 330.0030 0.394697 0.330234 000.0000 0.283418 0.443672 000.0000 0.362888 0.313561 000.0000 0.373191 0.431814 -2-2-0.0020 0.332828 0.287373 -14-14-0.0140 0.330999 0.339845 -18-18-0.0180 0.334659 0.451828 -2-2-0.0020 0.403329 0.29324 -6-6-0.0060 0.289975 0.345189 -12-12-0.0120 0.440768 0.323451 11110.0110 0.332882 0.389304 -19-19-0.0190 0.459694 0.468112 0.380155 0.475566 0.368053 0.488298 0.285263 0.292138 0.363872 0.424649 0.479625 0.452465 f容=30 =30mm f容f测 该测量数据满足精度要求 0.476159 0.297836 0.441799 0.291222 0.475632 0.379472 0.48458 0.469482 0.347216 0.352255 0.408409 0.292791 0.37857 0.384811 0.418145 0.351669 0.486182 0.371838 0.336043 0.318854 0.449577 0.4732 0.289367 0.378412 0.413043 0.483811 0.484978 0.461691 0.463784 0.335892 0.411173 0.406802 0.3277 0.428009 0.351086 测量: 复测: 年 月 日 路基顶高 程 (m) 底基层 高程（m ） 基层顶高 程 面层高程 转点设 置 面层厚度 （cm） 4 转点 桩号 74.14074.3474.4974.530 74.22074.4274.5774.610 74.30074.574.6574.690 74.37074.5774.7274.760 74.45074.6574.874.840 74.49074