路基施工测量计算表.xls

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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

10、K8+370316.16K8+380316.06K8+400315.93K8+420315.83K8+440315.73K8+460315.63K8+480315.53K8+500315.43K8+520315.33K8+540315.23K8+560315.13K8+580315.03K8+600314.93K8+620314.83K8+640314.73K8+660314.63K8+680314.53K8+700314.43K8+720314.33K8+740314.23K8+760314.13K8+780314.00K8+790313.93K8+800313.84K8+820313.65

11、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+840313.43K8+860313.21K8+880312.98K8+900312.76K8+920312.54K8+940312.32K8+960312.10K8+980311.88K9+000311.66K9+020311.43K9+040311.21K9+060310.99K9+080310.77K9+100310.55K9+120310.33K9+140310.11K9+160309.91K9+180309.80K9+

12、200309.77K9+220309.83K9+240309.91K9+260310.00K9+280310.08K9+300310.16K9+320310.24K9+340310.33K9+360310.41K9+380310.49K9+400310.58K9+420310.66K9+440310.74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：K9+460310.83K9+480310.91K9+500310.98K9+520311.02K9+540311.00K9+550

13、310.98K9+560310.95K9+580310.85K9+600310.71K9+620310.52K9+640310.33K9+660310.14K9+680309.94K9+700309.75K9+720309.56K9+740309.37K9+760309.17K9+780308.98K9+800308.79K9+820308.59K9+840308.40K9+860308.21K9+880308.02K9+900307.84K9+920307.69K9+940307.57K9+960307.48K9+980307.41K10+000307.37K10+020307.35K10+

14、040K10+060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：K10+080K10+100K10+120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：平平 曲曲 线线 要要 素素 表表工程名称：S324线蓝山朱禾铺至山背岭公路改建工程角点编号桩号平 曲 线 要 素 值(m)曲线主点桩号圆曲线加宽值(m)超高横坡ih(%)切线长度半径回旋线参数曲线长度曲线总长外距

15、ZHHYQZYHHZT1R1A1Ls1RyLyT2R2A2Ls2JD19K4+874.24175.687168.7680338.80325.687 K4+698.56 K4+778.55 K4+867.95 K4+957.35 K5+037.35356178.80305175.687168.7680JD20K5+245.03109.158118.32270211.4314.275 K5+135.87 K5+205.87 K5+241.59 K5+277.30 K5+347.3020071.430.60.68109.158118.32270JD21K5+606.3169.17410050136.

16、7595.331K5+537.13 K5+587.13 K5+605.51 K5+623.89 K5+673.8920036.7590.60.6869.17410050JD22K5+958.6950.124110.277501001.721K5+908.57 K5+958.57K5+958.57 K6+008.57243.220.60.6750.124110.27750JD23K6+169.1172.10310050142.3125.981K6+097.01 K6+147.01 K6+168.17 K6+189.32 K6+239.3220042.3120.60.6872.10310050JD

17、24K6+634.7350.24393.274501002.416K6+584.49 K6+634.49K6+634.49 K6+684.491740.70.7850.24393.27450JD25K6+871.8760.49141.42150120.7551.831K6+811.38 K6+861.38 K6+871.76 K6+882.14 K6+932.1440020.7550560.49141.42150JD26K7+944.9465.69710050130.124.611K7+879.24 K7+929.24 K7+944.30 K7+959.36 K8+009.3620030.12

18、0.60.6865.69710050JD27K9+162.1476.883153.6831.555K9+085.26 K9+162.10 K9+238.941900153.6830-76.883JD28K9+377.12138.18116.7960261.45925.03K9+238.94 K9+298.94 K9+369.67 K9+440.40 K9+500.40227.33141.4590.60.68138.18116.7960JD29K10+201.63101.546203.0291.562#3300203.029-101.546平平 曲曲 线线 要要 素素 表表工程名称：S324线蓝山朱禾铺至山背岭公路改建工程角点编号桩号平 曲 线 要 素 值(m)曲线主点桩号圆曲线加宽值(m)超高横坡ih(%)切线长度半径回旋线参数曲线长度曲线总长外距ZHHYQZYHHZT1R1A1Ls1RyLyT2R2A2Ls2超高横坡与路拱横坡代数差i(%)超高 渐变率p超高缓和段Lc备注71/17555.125101/17578.75101/17578.7591/17570.875101/17578.75101/17578.7571/17555.125101/17578.75101/17578.75超高横坡与路拱横坡代数差i(%)超高 渐变率p超高缓和段Lc备注6300