路基高程推算表
道路土方工程量计算表(实测原状土高程)
m 4.50
m #####
合计 复核：
编 制：
总计工程量
第1页
挖土
m3 22.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
22.50 22.50
共7页
填土
m3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00
土方工程量计算表
工程名称： 道路工程
桩号
设计路 土路基 原状 土
-0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30 -0.30
距离 m
合计 复 核：
0.00
编 制：
0.00
第3页
挖土
m3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00
共7页
填土
m3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
路基填筑计算表(标高算至-0.82)
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50%
7
3
7
3
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50%
7
3
3
7
######
8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50% 8.88 2.50% 2.50%
填石路基试验段实验段高程参数
f（闭）<f（允）=±6 n =闭合差计算：f（闭）=mm, , 精度满足要求.f（闭）<f（允）=±6 n =闭合差计算：f（闭）=-3mm±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f（闭）<f（允）=±6 n =闭合差计算：f（闭）=2mm±13，精度满足要求测量： 计算： 复核： 测量监理工程师：闭合差计算：f （闭）=-3mm ±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =f（闭）<f（允）=±6 n =闭合差计算：f（闭）=3mm±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f（闭）<f（允）=±6 n =闭合差计算：f（闭）=-2mm±13，精度满足要求测量： 计算： 复核： 测量监理工程师：闭合差计算：f （闭）=-1mm ±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =闭合差计算：f （闭）=-5mm ±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =f（闭）<f（允）=±6 n =闭合差计算：f（闭）=4mm±13，精度满足要求测量： 计算： 复核： 测量监理工程师：闭合差计算：f （闭）=-3mm ±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =f（闭）<f（允）=±6 n =闭合差计算：f（闭）=-1mm±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f（闭）<f（允）=±6 n =闭合差计算：f（闭）=2mm±13，精度满足要求测量： 计算： 复核： 测量监理工程师：闭合差计算：f （闭）=4mm ±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =闭合差计算：f （闭）=-3mm ±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =闭合差计算：f （闭）=-3mm ±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =闭合差计算：f （闭）=2mm ±13，精度满足要求测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =f（闭）<f（允）=±6 n =闭合差计算：f（闭）=4mm±13，精度满足要求测量： 计算： 复核： 测量监理工程师：闭合差计算：f （闭）=-2mm ±13，精度满足要求f （闭）<f （允）=±6 n =测量： 计算： 复核： 测量监理工程师：闭合差计算：f （闭）=2mm ±13，精度满足要求f （闭）<f （允）=±6 n =测量： 计算： 复核： 测量监理工程师：闭合差计算：f （闭）=-3mm ±13，精度满足要求四遍（振压）高f （闭）<f （允）=±6 n =测量： 计算： 复核： 测量监理工程师：闭合差计算：f（闭）=-2mm ±13，精度满足要求压）高程测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =闭合差计算：f （闭）=-1mm ±13，精度满足要求程f （闭）<f （允）=±6 n =碾压第测量： 计算： 复核： 测量监理工程师：闭合差计算：f （闭）=3mm ±13，精度满足要求碾压第六遍（振测量： 计算： 复核： 测量监理工程师：f （闭）<f （允）=±6 n =闭合差计算：f（闭）=2mm±13，精度满足要求碾压第七遍（振压）高f（闭）<f（允）=±6 n =测量： 计算： 复核： 测量监理工程师：。
设计高程计算程序
里程 号
桩 变坡点高程
K370+500 +510 +520 +525 +530 +540 +550 +560 +570 +575 +580 +590 +600 +610 +620 +625 +625.53 +630 +640 +650 +660 +670 +675 +680 +690 +700 +710 +720 +725 +730 +740 +750 +760 +768 +770 +775 +780 +790 +800 +810 +820 +825 +830 +840
109.022 109.210
108.992 109.180
108.962 109.150
108.932 109.119
108.917 109.104
108.902 109.089
108.872 109.059
108.842 109.029
108.812 108.999
108.781 108.969
计算 部 分
坡线高
距变坡点 距 ( T )离
108.20 108.19 108.16 108.13 108.10 108.07 108.05 108.04 108.01 107.98 107.95 107.92 107.90 107.89 107.86 107.83 107.80 107.76 107.75 107.73 107.73 107.70 107.67 107.64 107.61 107.60 107.58 107.55 107.52 107.49 107.46 107.45 107.43 107.40 107.37 107.34
路基填方每填层高程计算表
挡墙 水沟 挡墙 水沟 挡墙
挡墙
水沟 挡墙
挡墙
挡墙 挡墙 挡墙
K35+290.520 -43.74 K35+290.520 中桩 K35+290.520 +19.84 K35+299.000 -43.20 K35+299.000 中桩 K35+299.000 +25.28 K35+315.000 中桩 K35+315.000 -42.18 K35+315.000 +23.43 K35+335.000 中桩 K35+335.000 -40.90 K35+335.000 +33.26 K35+350.000 中桩 K35+350.000 +38.39 K35+350.000 -39.95 K35+360.000 中桩 K35+360.000 +39.08 K35+360.000 -39.31 K35+385.000 中桩 K35+385.000 +36.61 K35+385.000 -37.72 K35+410.000 +36.52 K35+410.000 -36.75 K35+410.000 中桩 K35+430.000 -36.75 K35+430.000 中桩 K35+430.000 +20.01
329.848 330.308 330.033 329.987 330.436 330.164 330.687 330.258 330.421 331.018 330.615 330.760 331.278 331.026 330.894 331.458 331.210 331.087 331.928 331.688 331.589 332.188 332.108 332.428 332.530 332.850 332.610
路基高程测量表
路基、构造物、路面高程测量表
合同号：
缺店路01标
测量范围及桩号
承包人： 安徽华祥公司 第5页
砼路面（K3+950~K4+500）
测量点
水准尺读数 前视 中视 后视
仪器高 测量高程 设计高程
D16 K3+950 K4+000 K4+050 K4+100
ZD5 K4+150 K4+200 K4+250 K4+300 K4+350
58.55 55.9
许广美
承包人自检意见 及签名
偏差匀在允许值范围内，符合要求．
监理工程师检查 意见及签名
注：如系监理工程师抽检则承包人不自检栏不填写。
路基、构造物、路面高程测量表
合同号：
缺店路01标
承包人： 安徽华祥公司 第7页
测量范围及桩号
砼路面（K5+100~750）
测量点
水准尺读数 前视 中视 后视
35.052
35.05
K6+350
1.617
36.07
34.453
34.45
K6+400
2.217
36.07
33.853
33.85
测量
秦超
计算 秦超 复核
承包人自检意见 偏差匀在允许值范围内，符合要求．
及签名
许广美
监理工程师检查 意见及签名
注：如系监理工程师抽检则承包人不自检栏不填写。
共页 ）
偏差
0.001 0 0
-0.01
共页
偏差
0.003 -0.02
路基高程宽度计算表
9
1668.613
8
1668.913
-7
1669.300
-9
1669.869
6
1670.620
7
1671.553
-11
1672.573
9
1671.350
5
工程名称 桩号或测点
BM21-2 K21+230 K21+240 K21+260 K21+280 K21+300
ZD K21+320 K21+340 K21+360 K21+380 K21+400 K21+420
-12
1669.113
8
1669.413
9
1669.800
-10
1670.369
9
1671.120
-7
1672.053
-8
1673.073
-10
1671.350
8
填前高程 路面高程 距路面高差 左幅宽度 右幅宽度 距填前距离 填土层数 换填厚度
1660.303 1662.788 2.485
9.727
ZD K21+440 K21+460 K21+480 K21+500 K21+520 K21+540 K21+560 K21+580 BM21-6
后视 4.862
4.782
4.848
路基工程 前视
2.775 2.434 1.706 0.973 0.270 1.207 3.106 2.405 1.685 1.092 0.578 0.179 0.200 4.505 4.185 3.884 3.516 2.928 2.193 1.261 0.243 1.948
路基高程
18.92 19.16 19.41 19.68 19.97 20.26 20.54 20.83 21.12 21.41 21.7 21.98 22.27 22.56 22.84 23.13 23.42 23.71 24 24.29 24.58 24.86 25.15
18.72 18.96 19.21 19.48 19.77 20.06 20.34 20.63 20.92 21.21 21.5 21.78 22.07 22.36 22.64 22.93 23.22 23.51 23.8 24.09 24.38 24.66 24.94
15.55 15.63 15.72 15.83 15.93 16.05 16.18 16.32 16.48 16.64 16.8 16.96 17.12 17.28 17.44 17.6 17.76 17.92 18.09 18.28 18.47 18.69 18.92
15.35 15.43 15.52 15.63 15.73 15.85 15.98 16.12 16.28 16.44 16.6 16.76 16.92 17.08 17.24 17.4 17.56 17.72 17.89 18.08 18.27 18.49 18.72
备注
0.53 0.28 0.29 0.48 0.74 0.48 0.35 -0.03 0.34 1.05 2.32 0.36 0.61 0.84 0.85 0.84 0.63 0.75 0.68 0.77 0.90 1.01 1.03
18.72 18.96 19.21 19.48 19.77 20.06 20.34 20.63 20.92 21.21 21.5 21.78 22.07 22.36 22.64 22.93 23.22 23.55 23.86 24.25 24.63 25.00 25.36
路基填筑高程记录表
路基填筑高程记录表在工程建设中，路基填筑是一项重要的工作，其中高程的控制是关系到工程质量的关键因素。
为了更好地记录和控制路基填筑高程，我们设计了路基填筑高程记录表。
工程名称：填写工程名称，以区分不同的工程项目。
填筑位置：填写填筑的具体位置，如K1+200等。
实际填筑高程：填写实际填筑完成后测量得到的高程。
偏差值：填写实际填筑高程与设计高程之间的偏差值。
备注：对一些特殊情况或者需要说明的问题进行记录。
通过路基填筑高程记录表，我们可以很清晰地了解到每个填筑位置的实际填筑高程和偏差值，从而可以更好地控制填筑质量。
以下是记录表的优点：方便记录和查询：表格的形式使得我们可以快速地记录每个位置的填筑高程和偏差值，同时也方便我们查询历史数据。
提高工程质量：通过与设计高程的比较，我们可以及时发现填筑过程中的问题，并及时采取措施进行修正，从而保证工程质量。
利于数据分析：记录表中的数据可以进行统计分析，以便我们更好地了解整个工程的填筑情况，为后续的工程提供参考。
保证数据准确性：表格的形式可以避免口头传达或者纸质文件容易出现的错误，保证数据的准确性。
方便沟通协作：表格的形式使得各个部门之间的沟通协作更加方便，可以更好地协同工作。
路基填筑高程记录表可以应用于各种类型的工程建设中，如公路、铁路、水利等。
在这些工程中，填筑高程的控制都是至关重要的。
通过记录表的应用，我们可以更好地控制填筑质量，保证工程的安全性和稳定性。
路基填筑高程记录表是一种有效的工具，可以帮助我们更好地记录和控制路基填筑高程。
通过表格的形式，我们可以清晰地了解每个位置的填筑情况，及时发现和解决问题，保证工程质量。
表格的应用也方便了各个部门之间的沟通协作，提高了工作效率。
因此，我们应该在工程建设中广泛应用路基填筑高程记录表，提高工程的质量和安全性。
在建筑工程中，监理工作是确保工程质量的关键环节。
其中，旁站监理作为监理工作的重要组成部分，对于工程质量的控制具有举足轻重的作用。
市政道路土方EXCEL计算表(含公式)
9.9775
0
9 K0+ 160
99.09 97.71 -1.38 3.5 3.5
7
20 2.876
6.6275
0
10 K0+ 180
99.13 99.42
0.29 3.5 3.5
7
20 0.158 4.627 1.517 2.3135
11 K0+ 200
99.18 99.13 -0.05 3.5 3.5
2.35 3.5 3.5
7
20 39.083
45.621
0
40 K0+ 780
95.2 96.51 1.31 3.5 3.5 7 20 28.57
33.8265
0
41 K0+ 800 95.57 96.51 0.94 3.5 3.5 7 20 22.676
25.623
0
42 K0+ 820 95.77 96.51 0.74 3.5 3.5 7 20 23.12
1.78 3.5 3.5
7
20 9.045 3.704 13.5555 1.852
74 K1+ 440 96.06
96.6
0.54 3.5 3.5
7
20 0.902 11.132 4.9735 7.418
75 K1+ 460
94.42 69.62 -24.8 3.5 3.5
7
20 12.665 3.322 6.7835 7.227
13.8335
0
31 K0+ 580
94.5 96.51 2.01 3.5 3.5 7 20 41.056
28.911
0
路基(土路槽没考虑紧急停车带加宽)路床顶面高程表
路基路床顶面 ( 土路槽）高程表第 1 页共页
测量：计算：复核：监理：
路基路床顶面 ( 土路槽）高程表第 4 页共页
路基路床顶面 ( 土路槽）高程表第 5 页共页
计算：复核：监理：
路基路床顶面 ( 土路槽）高程表第 6 页共页
路基路床顶面 ( 土路槽）高程表第 9 页共页
计算：复核：
测量：监理：
路基路床顶面 ( 土路槽）高程表第 10 页共页
测 量： 路 基 路 床 顶 面 ( 土 路 槽 ） 高 程 表 第 11 页 共 页
计 算：复 核：监 理：
路基路床顶面 ( 土路槽）高程表第 12 页共页
计算：复核：
测量：监理：
路基路床顶面 ( 土路槽）高程表第 13 页共页
路基路床顶面 ( 土路槽）高程表第 14 页共页
路基路床顶面 ( 土路槽）高程表第 15 页共页
计算：复核：
监理：
路基路床顶面 ( 土路槽）高程表第 16 页共页
路基路床顶面 ( 土路槽）高程表第 17 页共页
路基路床顶面 ( 土路槽）高程表第 18 页共页。
路基高程表
序号路基顶高程原地面高程第31层第30层第29层第28层左45.22642.576中44.85841.793右44.82843.178左44.59641.746中44.32139.607右44.29142.841左43.98241.332中43.837.6右43.7742.12左43.38540.335中43.29437.856右43.26440.714左42.79338.343中42.79538.956右42.76539.615左42.26538.31542.01541.76541.51541.265中42.29538.8342.04541.79541.54541.295右42.26538.81542.01541.76541.51541.265左41.76636.81641.51641.26641.01640.766中41.79638.1241.54641.29641.04640.796右41.76637.71641.51641.26641.01640.766左41.26638.71641.01640.76640.51640.266中41.29638.14741.04640.79640.54640.296右41.26636.91641.01640.76640.51640.266左40.76736.91740.51740.26740.01739.767中40.79738.03840.54740.29740.04739.797右40.76735.91740.51740.26740.01739.767左40.26836.41840.01839.76839.51839.268中40.29836.37240.04839.79839.54839.298右40.26835.31840.01839.76839.51839.268左39.76835.31839.51839.26839.01838.768中39.79836.02539.54839.29839.04838.798右39.76834.81839.51839.26839.01838.768左39.26934.91939.01938.76938.51938.269中39.29934.18239.04938.79938.54938.299右39.26933.91939.01938.76938.51938.269左38.76934.41938.51938.26938.01937.769中38.79933.77938.54938.29938.04937.799右38.82933.97938.57938.32938.07937.829左38.2733.8238.0237.7737.5237.27中38.333.0138.0537.837.5537.3右38.42233.97238.17237.92237.67237.422左37.7733.1237.5237.2737.0236.77中37.831.04337.5537.337.0536.8右38.01433.16437.76437.51437.26437.014左37.27132.42137.02136.77136.52136.271K4+260K4+280K4+300K4+140K4+160K4+180K4+200K4+220K4+240K4+000K4+020K4+040K4+060K4+080K4+100K4+120121314151667891011桩号12345中37.30130.637.05136.80136.55136.301右37.60729.65737.35737.10736.85736.607左36.77132.62136.52136.27136.02135.771中36.80129.84936.55136.30136.05135.801右37.19932.04936.94936.69936.44936.199左36.27231.82236.02235.77235.52235.272中36.30231.06436.05235.80235.55235.302右36.73232.58236.48236.23235.98235.732左35.77232.42235.52235.27235.02234.772中35.80231.11335.55235.30235.05234.802右36.23232.88235.98235.73235.48235.232左35.27331.42335.02334.77334.52334.273中35.30331.13735.05334.80334.55334.303右35.73330.28335.48335.23334.98334.733左34.77431.32434.52434.27434.02433.774中34.80430.45734.55434.30434.05433.804右35.23429.88434.98434.73434.48434.234左34.27431.32534.02433.77433.52433.274中34.30430.58534.05433.80433.55433.304右34.73429.98434.48434.23433.98433.734左33.77531.42533.52533.27533.02532.775中33.80530.2533.55533.30533.05532.805右34.23530.28533.98533.73533.48533.235左33.27530.32533.02532.77532.52532.275中33.30529.6333.05532.80532.55532.305右33.73529.28533.48533.23532.98532.735左32.77629.82632.52632.27632.02631.776中32.80629.57932.55632.30632.05631.806右33.23628.88632.98632.73632.48632.236左32.28929.43932.03931.78931.53931.289中32.31928.95732.06931.81931.56931.319右32.74928.79932.49932.24931.99931.749左31.82728.97731.57731.32731.07730.827中31.31728.63731.06730.81730.56730.317右32.28728.43732.03731.78731.53731.287左31.3929.0431.1430.8930.6430.39中31.4228.32731.1730.9230.6730.42右31.8527.931.631.3531.130.85左30.97729.02730.72730.47730.22729.977中31.00728.32230.75730.50730.25730.007右31.43727.78731.18730.93730.68730.437左30.5929.6430.3430.0929.84中30.6228.31930.3730.1229.8729.62右31.0528.130.830.5530.330.05左30.22831.978中30.25828.09430.00829.75829.50829.258右30.68828.33830.43830.18829.93829.688K4+500K4+520K4+540K4+560K4+580K4+600K4+380K4+400K4+420K4+440K4+460K4+480K4+300K4+320K4+340K4+36030312425262728291819202122231617左29.88631.836中29.91628.06129.66629.41629.16628.916右30.34627.79630.09629.84629.59629.346左29.55431.795中29.57531.035右30.00527.65529.75529.50529.25529.005左27.49926.24927.24926.99926.74926.499中27.57928.639右27.95931.709左27.15825.50826.90826.65826.40826.158中27.18825.16826.93826.68826.43826.188右27.61826.46827.36827.11826.86826.618左26.81728.067中26.84725.48526.59726.34726.09725.847右27.27725.12727.02726.77726.52726.277左26.47728.727中26.50727.742右26.93724.08726.68726.43726.18725.937左26.13631.886中26.16628.976右26.59625.24626.34626.09625.84625.596左25.45429.004中25.48429.303右25.91425.76425.764左25.11323.96324.86324.61324.36324.113中25.14324.25724.89324.64324.393右25.57323.62325.32325.07324.82324.573左24.77222.42224.52224.27224.02223.772中24.80222.23524.55224.30224.05223.802右25.23221.48224.98224.73224.48224.232左24.43120.48124.18123.93123.68123.431中24.46120.39224.21123.96123.71123.461右24.89120.44124.64124.39124.14123.891左24.0920.6423.8423.5923.3423.09中24.1219.78523.8723.6223.3723.12右24.5519.924.324.0523.823.55左23.74920.49923.49923.24922.99922.749中23.77919.49623.52923.27923.02922.779右24.20919.85923.95923.70923.45923.209左23.40819.75823.15822.90822.65822.408中23.43819.6623.18822.93822.68822.438右23.86819.21823.61823.36823.11822.868左23.06720.21722.81722.56722.31722.067中23.09719.38722.84722.59722.34722.097右23.52719.67723.27723.02722.77722.527左22.72720.07722.47722.22721.97721.727中22.75719.55822.50722.25722.00721.757K4+980K5+000K5+020K5+040K4+840K4+880K4+900K4+920K4+940K4+960K4+620K4+640K4+760K4+780K4+800K4+82042434445464736373839404132333435右23.18719.53722.93722.68722.43722.187左22.41919.76922.16921.91921.66921.419中22.44919.44222.19921.94921.69921.449右22.87919.52922.62922.37922.12921.879左22.15520.10521.90521.65521.40521.155中22.18519.621.93521.68521.43521.185右22.61519.46522.36522.11521.86521.615左21.93619.98621.68621.43621.18620.936中21.96619.86321.71621.46621.21620.966右22.39619.84622.14621.89621.64621.396K5+100K5+040K5+060K5+08048495047第27层第26层第25层第24层第23层第22层第21层第20层第19层41.01540.76540.51540.26540.01539.76539.51539.26539.01541.04540.79540.54540.29540.04539.79539.54539.29539.04541.01540.76540.51540.26540.01539.76539.51539.26539.01540.51640.26640.01639.76639.51639.26639.01638.76638.51640.54640.29640.04639.79639.54639.29639.04638.79638.54640.51640.26640.01639.76639.51639.26639.01638.76638.51640.01639.76639.51639.26639.01638.76640.04639.79639.54639.29639.04638.79638.54638.29640.01639.76639.51639.26639.01638.76638.51638.26638.01639.51739.26739.01738.76738.51738.26738.01737.76737.51739.54739.29739.04738.79738.54738.29739.51739.26739.01738.76738.51738.26738.01737.76737.51739.01838.76838.51838.26838.01837.76837.51837.26837.01839.04838.79838.54838.29838.04837.79837.54837.29837.04839.01838.76838.51838.26838.01837.76837.51837.26837.01838.51838.26838.01837.76837.51837.26837.01836.76836.51838.54838.29838.04837.79837.54837.29837.04836.79836.54838.51838.26838.01837.76837.51837.26837.01836.76836.51838.01937.76937.51937.26937.01936.76936.51936.26936.01938.04937.79937.54937.29937.04936.79936.54936.29936.04938.01937.76937.51937.26937.01936.76936.51936.26936.01937.51937.26937.01936.76936.51936.26936.01935.76935.51937.54937.29937.04936.79936.54936.29936.04935.79935.54937.57937.32937.07936.82936.57936.32936.07935.82935.57937.0236.7736.5236.2736.0235.7735.5235.2735.0237.0536.836.5536.336.0535.835.5535.335.0537.17236.92236.67236.42236.17235.92235.67235.42235.17236.5236.2736.0235.7735.5235.2735.0234.7734.5236.5536.336.0535.835.5535.335.0534.834.5536.76436.51436.26436.01435.76435.51435.26435.01434.76436.02135.77135.52135.27135.02134.77134.52134.27134.02136.05135.80135.55135.30135.05134.80134.55134.30134.051 36.35736.10735.85735.60735.35735.10734.85734.60734.357 35.52135.27135.02134.77134.52134.27134.02133.77133.521 35.55135.30135.05134.80134.55134.30134.05133.80133.551 35.94935.69935.44935.19934.94934.69934.44934.19933.949 35.02234.77234.52234.27234.02233.77233.52233.27233.022 35.05234.80234.55234.30234.05233.80233.55233.30233.052 35.48235.23234.98234.73234.48234.23233.98233.73233.482 34.52234.27234.02233.77233.52233.27233.02232.77232.522 34.55234.30234.05233.80233.55233.30233.05232.80232.552 34.98234.73234.48234.23233.98233.73233.48233.23232.982 34.02333.77333.52333.27333.02332.77332.52332.27332.023 34.05333.80333.55333.30333.05332.80332.55332.30332.053 34.48334.23333.98333.73333.48333.23332.98332.73332.483 33.52433.27433.02432.77432.52432.27432.02431.77431.524 33.55433.30433.05432.80432.55432.30432.05431.80431.554 33.98433.73433.48433.23432.98432.73432.48432.23431.984 33.02432.77432.52432.27432.02431.77431.52433.05432.80432.55432.30432.05431.80431.55431.30431.054 33.48433.23432.98432.73432.48432.23431.98431.73431.484 32.52532.27532.02531.77531.52532.55532.30532.05531.80531.55531.30531.05530.80530.555 32.98532.73532.48532.23531.98531.73531.48531.23530.985 32.02531.77531.52531.27531.02530.77530.52532.05531.80531.55531.30531.05530.80530.55530.30530.055 32.48532.23531.98531.73531.48531.23530.98530.73530.485 31.52631.27631.02630.77630.52630.27630.02631.55631.30631.05630.80630.55630.30630.05629.80631.98631.73631.48631.23630.98630.73630.48630.23629.986 31.03930.78930.53930.28930.03929.78929.53931.06930.81930.56930.31930.06929.81929.56929.31929.069 31.49931.24930.99930.74930.49930.24929.99929.74929.499 30.57730.32730.07729.82729.57729.32729.07730.06729.81729.56729.31729.06728.81731.03730.78730.53730.28730.03729.78729.53729.28729.037 30.1429.8929.6429.3929.1430.1729.9229.6729.4229.1728.9228.6728.4230.630.3530.129.8529.629.3529.128.8528.6 29.72729.47729.22729.75729.50729.25729.00728.75728.50730.18729.93729.68729.43729.18728.93728.68728.43728.187 29.3729.1228.8728.6228.3729.829.5529.329.0528.828.5528.329.00828.75828.50828.25829.43829.18828.93828.68828.43828.66628.41628.16629.09628.84628.59628.34628.09627.84628.75528.50528.25528.00527.75525.90825.65825.93825.68825.43825.59726.02725.77725.52725.27725.68725.43725.18724.93724.68724.43724.18725.34624.32324.07323.82323.52223.27223.02222.77222.52223.55223.30223.05222.80222.55222.30223.98223.73223.48223.23222.98222.73222.48222.23221.982 23.18122.93122.68122.43122.18121.93121.68121.43121.181 23.21122.96122.71122.46122.21121.96121.71121.46121.211 23.64123.39123.14122.89122.64122.39122.14121.89121.641 22.8422.5922.3422.0921.8421.5921.3421.0920.8422.8722.6222.3722.1221.8721.6221.3721.1220.8723.323.0522.822.5522.322.0521.821.5521.3 22.49922.24921.99921.74921.49921.24920.99920.74922.52922.27922.02921.77921.52921.27921.02920.77920.529 22.95922.70922.45922.20921.95921.70921.45921.20920.959 22.15821.90821.65821.40821.15820.90820.65820.40820.158 22.18821.93821.68821.43821.18820.93820.68820.43820.188 22.61822.36822.11821.86821.61821.36821.11820.86820.618 21.81721.56721.31721.06720.81720.56720.31721.84721.59721.34721.09720.84720.59720.34720.09719.84722.27722.02721.77721.52721.27721.02720.77720.52720.277 21.47721.22720.97720.72720.47720.22721.50721.25721.00720.75720.50720.25720.00719.75721.93721.68721.43721.18720.93720.68720.43720.18719.937 21.16920.91920.66920.41920.16919.91921.19920.94920.69920.44920.19919.94919.69921.62921.37921.12920.87920.62920.37920.12919.87919.629 20.90520.65520.40520.15520.93520.68520.43520.18519.93519.68521.36521.11520.86520.61520.36520.11519.86519.61520.68620.43620.18620.71620.46620.21619.96621.14620.89620.64620.39620.14619.896第18层第17层第16层第15层第14层第13层第12层第11层第10层38.76538.51538.26638.01637.76637.51637.26637.01636.76638.29638.26638.01637.76637.76637.51637.26637.01637.26737.01737.26737.01736.76736.51736.26736.01736.76836.51836.79836.54836.76836.51836.26836.01835.76835.51836.26836.01835.76835.51836.29836.26836.01835.76835.51835.26835.01835.76935.51935.26935.01935.79935.54935.29935.04934.79934.54934.29935.76935.51935.26935.01934.76934.51934.26934.01935.26935.01934.76934.51935.29935.04934.79934.54934.29934.04935.32935.07934.82934.57934.32934.07934.7734.5234.2734.0234.834.5534.334.0533.833.5533.334.92234.67234.42234.17234.2734.0233.7733.5233.2734.334.0533.833.5533.333.0532.832.5532.334.51434.26434.01433.76433.51433.26433.77133.52133.27133.02132.77132.52133.80133.55133.30133.05132.80132.55132.30132.05131.80134.10733.85733.60733.35733.10732.85732.60732.35732.107 33.27133.02132.77133.30133.05132.80132.55132.30132.05131.80131.55131.301 33.69933.44933.19932.94932.69932.44932.19932.77232.52232.27232.02232.80232.55232.30232.05231.80231.55231.30233.23232.98232.73232.30232.05231.80231.55231.30231.77331.52331.80331.55331.30332.23331.98331.73331.48331.23330.98330.73330.48331.30431.05430.80430.55431.73431.48431.23430.98430.73430.48430.23429.98430.80431.23430.98430.73430.48430.23430.73530.48529.80530.23529.98529.73529.48529.73629.48629.23628.98629.24928.99928.78728.53728.3528.127.93721.73220.93120.68120.96120.71120.46121.39121.14120.89120.64120.6220.3720.1219.8721.0520.820.5520.320.05 20.27920.02919.77919.52920.70920.45920.20919.95919.90819.93819.68820.36820.11819.86819.61819.36819.59720.02719.77719.687第9层第8层第7层第6层第5层第4层第3层第2层第1层32.0531.831.5531.331.55131.30131.05130.80131.85731.60731.35731.10730.85730.60730.35730.10729.857 31.05130.80130.55130.30130.051。
主线路基高程计算表及区域分层法
路基封顶高程
左侧设计值
121.003 120.736 120.034 119.775 119.516 116.479 116.167 115.874 115.561 115.272 114.946 114.645 114.340 114.012 113.690 113.358 113.039 112.708 112.362 112.025 111.680 111.328 110.996 110.629 110.284 109.950 110.023 81.161 81.272 81.414 81.290 81.422 1
中桩 81.672 81.847 82.022 82.197 82.372 82.547 82.722 82.897 83.072 83.247 83.422 83.597 83.772 83.947 84.122 84.297 84.472 84.647 84.822 84.997 85.172 85.347 85.522 85.697 85.872 86.047 86.222 86.397 86.572 86.747 86.922 87.097
请复核数据无误后使用！
分层编号是错误的，资料依系统资料分层为准。
主线路基高程计算表
桩号 K14+160.000 K14+170.000 K14+180.000 K14+190.000 K14+200.000 K14+210.000 K14+220.000 K14+230.000 K14+240.000 K14+250.000 K14+260.000 K14+270.000 K14+280.000 K14+290.000 K14+300.000 K14+310.000 K14+320.000 K14+330.000 K14+340.000 K14+350.000 K14+360.000 K14+370.000 K14+380.000 K14+390.000 K14+400.000 K14+410.000 K14+420.000 K14+430.000 K14+440.000 K14+450.000 K14+460.000 K14+470.000 路面标准宽度 左侧 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 右侧 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 横向坡度 左侧 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 -0.020 右侧 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 0.020 左 宽 含路肩 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.11 14.34 14.34 14.34 14.34