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路基高程分层计算表

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路基横断、宽度、横坡计算表

桩 号 设计高程 左 中 右 左宽 右宽 横坡 2.00% 高差 边坡 (1 ：m) 坡脚宽 填筑厚度

12.5 11.5 左边 右边 左边 右边 2.00 1.75 1.295 0.74

K09+958.062 847.27 846.25 846.53 846.27 13.8 12.8 2 2 -0.28 -0.26

K09+983.062 847.29 846.27 846.55 846.33 2 1.74 -0.28 -0.22

K10+028.062 847.34 846.32 846.6 846.67 2 0.51 -0.28 0.07

K10+068.062 847.38 846.36 846.64 846.9 2 2 -0.28 0.26

K10+108.062 847.43 846.41 846.69 846.95 2 2 -0.28 0.26

K10+148.062 847.47 846.45 846.73 846.99 2 2 -0.28 0.26

K10+178.062 847.5 846.48 846.76 847.02 2 2 -0.28 0.26

K10+223.062 847.54 846.52 846.8 847.06 2 2 -0.28 0.26

K10+263.062 847.57 846.55 846.83 847.09 2 2 -0.28 0.26

K10+308.062 847.61 846.59 846.87 847.13 2 2 -0.28 0.26

K10+348.062 847.64 846.62 846.9 847.16 2 2 -0.28 0.26

路基横断、宽度、横坡计算表

桩 号 设计高程 左 中 右 左宽 右宽 横坡 2.00% 高差 边坡 (1 ：m) 坡脚宽 填筑厚度

12.5 11.5 左边 右边 左边 右边 2.00 1.75 3.775 0.98

K09+958.062 847.27 846.01 846.29 845.98 14.2 15.3 2 2 -0.28 -0.31

K09+983.062 847.29 846.03 846.31 846.04 2 1.74 -0.28 -0.27

K10+028.062 847.34 846.08 846.36 846.44 2 0.51 -0.28 0.08

K10+068.062 847.38 846.12 846.4 846.71 2 2 -0.28 0.31

K10+068.062 847.38 846.12 846.4 846.71 2 2 -0.28 0.31

K10+108.062 847.43 846.17 846.45 846.76 2 2 -0.28 0.31

K10+148.062 847.47 846.21 846.49 846.8 2 2 -0.28 0.31

K10+178.062 847.5 846.24 846.52 846.83 2 2 -0.28 0.31

K10+223.062 847.54 846.28 846.56 846.87 2 2 -0.28 0.31

K10+263.062 847.57 846.31 846.59 846.9 2 2 -0.28 0.31

K10+308.062 847.61 846.35 846.63 846.94 2 2 -0.28 0.31

K10+348.062 847.64 846.38 846.66 846.97 2 2 -0.28 0.31

合集下载

路基高程推算表

路基高程推算表

设计高程坡比左中右

K68+0001846.57-1.211845.041845.361845.04

K68+010101846.67-1.261845.081845.401845.08

K68+0201846.76-1.321845.121845.441845.12

K68+0301846.86-1.381845.161845.481845.16

K68+0401846.96-1.441845.201845.521845.20

K68+0501847.06-1.501845.241845.561845.24

K68+0601847.15-1.561845.271845.591845.27

K68+0701847.251847.25-1.621845.311845.631845.31

K68+0801847.22-1.561845.341845.661845.34

K68+0901847.19-1.501845.371845.691845.37

K68+1001847.16-1.441845.401845.721845.40

K68+1101847.13-1.381845.431845.751845.43

K68+1201847.10-1.321845.461845.781845.46

K68+1301847.07-1.261845.491845.811845.49

K68+1401847.04-1.211845.511845.831845.51

K68+1501847.01-1.151845.541845.861845.54

K68+1601846.98-1.101845.561845.881845.56

K68+1701846.95-1.051845.581845.901845.58

K68+1801846.92-1.001845.601845.921845.60

K68+1901846.89-0.951845.621845.941845.62

填石路基试验段实验段高程参数

填石路基试验段实验段高程参数

工程名称桩号及部位后视

闭合差计算：f（闭）=mm, , 精度满足要求.测点编号

f（闭）

测量： 计算： 复核： 测量监理工程师：工程名称桩号及部位后视GPS146-30.3311285.804ZD10.1881281.061280.872ZD20.2631276.4241276.161ZK181+270中1274.6ZK181+270左9.25m1274.550ZK181+270右5.5m1274.623ZK181+280中1274.55ZK181+280左9.25m1274.538ZK181+280右5.5m1274.558ZK181+300中1274.507ZK181+300左9.25m1274.492ZK181+300右5.5m1274.515ZK181+320中1274.589ZK181+320左9.25m1274.573ZK181+320右5.5m1274.596ZK181+340中1274.301ZK181+340左9.25m1274.286ZK181+340右5.5m1274.317ZK181+360中1274.418ZK181+360左9.25m1274.403ZK181+360右5.5m1274.418ZK181+370中1274.55ZK181+370左9.25m1274.536ZK181+370右5.5m1274.562ZD34.8921281.1691276.277ZD44.951285.9611281.011GPS146-31285.47闭合差计算：f（闭）=-3mm±13，精度满足要求f（闭）

1285.473-31.824

第一层松铺高程4.9324.8991285.473

1.9321.909路基填筑（试验路段）日期1.8741.866

0.1582.0212.0061.8881.8622.0061.8740.147水准测量记录

1.9171.8351.8011.886

0.4911.8741.8511.8282.1382.1072.123高差(m)备注ZK181+270-ZK181+370（第一层）天气情况设计标高（m）前视水准尺读数（m）仪器高（m）实际标高（m）

设计高程计算程序

设计高程计算程序

全 线 设 计 高 程 一 览 表

变坡点高程坡 线 高距变坡点 距( T )离改正值y( E )左侧距中央分隔带中心（12.50m）中分带中心设计高程右侧距中央分隔带中心（12.50m）K370+500113.15112.962113.149 +510113.05112.862113.050 +520112.95112.763112.950 +525112.90112.713112.900 +530112.85112.663112.850 +540112.75112.563112.751 +550112.65112.464112.651 +560112.55112.364112.552 +570112.45112.265112.452 +575112.40112.215112.402 +580112.35112.165112.352 +590112.25112.065112.253 +600112.15111.966112.153 +610112.05111.866112.054 +620111.95111.767111.954 +625111.90111.717111.904 +625.53111.9000.000111.712111.899 +630111.854.470.000111.667111.855 +640111.7514.470.003111.570111.757 +650111.6624.470.007111.475111.663 +660111.5634.470.014111.383111.570 +670111.4644.470.024111.293111.480 +675111.4149.470.030111.249111.436 +680111.3654.470.036111.205111.393 +690111.2664.470.051111.120111.308 +700111.1674.470.068111.037111.225 +710111.0684.470.087110.957111.145 +720110.9694.470.109110.879111.067 +725110.9199.470.121110.841111.029 +730110.86104.470.133110.804110.992 +740110.76114.470.160110.731110.919 +750110.66124.470.189110.661110.848 +760110.56134.470.221110.593110.780 +768110.48110.48142.470.248110.540110.728 +770110.47140.470.241110.527110.715 +775110.46135.470.224110.495110.683 +780110.44130.470.208110.464110.651 +790110.41120.470.177110.403110.591 +800110.38110.470.149110.345110.533 +810110.35100.470.123110.289110.477 +820110.3290.470.100110.236110.423 +825110.3185.470.089110.210110.398 +830110.2980.470.079110.185110.372 +840110.2670.470.061110.136110.324里 程 桩号路面面层设计高程计 算 部 分

路基沉降差计算表第一层(自动计算)

路基沉降差计算表第一层(自动计算)

填前高程平整后高程松铺厚度碾压第1遍碾压第2遍碾压第3遍碾压第4遍碾压第5遍松铺系数沉降差K1+080.000左25221.215221.7010.486221.684221.67221.66221.658221.6531.110.048K1+100.000左26223.48223.9750.495223.958223.943223.933223.931223.9261.110.049K1+120.000左270.4890.4890.4720.4570.4470.4450.441.1110.049K1+140.000左280.4950.4950.4780.4630.4530.4510.4461.110.049K1+160.000左290.4860.4860.470.4550.4460.4440.4391.1070.047K1+140.000左300.480.480.4630.4480.4380.4360.4311.1140.049K1+160.000左310.4920.4920.4750.460.450.4480.4431.1110.049K1+179.300左320.4910.4910.4740.460.450.4480.4431.1080.048K1+184.700左330.50.50.4840.4690.460.4580.4531.1040.047K1+200.000左340.50.50.4840.4690.460.4580.4531.1040.047K1+220.000左350.4970.4970.480.4650.4550.4530.4481.1090.049K1+240.000左360.4930.4930.4760.4610.4510.4490.4441.110.049K1+245.948左370.4990.4990.4830.4680.4590.4570.4521.1040.047K1+252.348左380.4940.4940.4780.4630.4540.4520.4471.1050.047K1+260.000左390.480.480.4630.4480.4380.4350.431.1160.05K1+280.000左400.4820.4820.4660.4510.4420.440.4351.1080.047K1+300.000左410.4860.4860.4690.4540.4440.4420.4371.1120.049K1+320.000左420.4840.4840.4680.4530.4440.4420.4371.1080.047K1+339.537左430.4950.4950.4780.4640.4540.4520.4471.1070.048K1+080-K1+340段填石路基沉降差计算表（第一层）桩号