1、 記錄表03 高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位CK6+300CK6+475原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHCK6+300右側26.985米526418.754501017.017526418.758501017.013302.1794-4CK6+300右側20.000米526420.854501023.679526420.854501023.682303.73503CK6+300右側10.000米526423.861501033.216526423.858501033

2、.222303.415-36CK6+300行車道中心526426.868501042.753526426.870501042.747303.0352-6CK6+300左側15.000米526431.378501057.059526431.371501057.059303.295-70CK6+304右側24.86米526415.578501020.247526415.583501020.240303.5365-7CK6+304右側10.000米526420.046501034.419526420.042501034.416303.434-4-3CK6+304行車道中心526423.0535010

3、43.956526423.058501043.958303.59452CK6+304左側15.000米526427.564501058.262526427.562501058.263304.144-21CK6+320右側13.977米526403.591501035.437526403.592501035.433309.7411-4CK6+320右側10.000米526404.787501039.230526404.790501039.235309.6935CK6+320行車道中心526407.794501048.767526407.792501048.764310.13-2-3CK6+320

4、左側15.000米526412.304501063.073526412.300501063.075312.14-42測 站數 據測站點號H3坐標X2526337.058Y500916.650H337.631 儀器高1.647與后視高差=0.003后視點號H2坐標X2526198.220Y500959.333H334.074 棱鏡高1.350棱鏡類型計算距離AB145.251 方位角=162 54 39.56 水平度盤讀數=162 54 38 儀器型號:拓普康測量:記錄:日期：監理工程師:日期：記錄表03 高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路

5、基工程樁號及部位CK6+300CK6+475原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHCK6+340右側22.576米526381.931501033.250526381.935501033.245317.9624-5CK6+340右側10.000米526385.712501045.244526385.706501045.248318.457-64CK6+340行車道中心526388.719501054.781526388.722501054.784320.85733CK6+340左側15.000米526393.230501069.087526393

6、.231501069.087327.12710CK6+360右側71.230米526348.227500992.861526348.227500992.854298.3900-7CK6+360右側60.000米526351.603501003.571526351.598501003.574300.558-53CK6+360右側40.000米526357.617501022.646526357.614501022.642316.438-3-4CK6+360右側20.000米526363.631501041.720526363.635501041.719322.3384-1CK6+360行車道中心

7、526369.645501060.795526369.647501060.798331.05823CK6+360左側15.000米526374.155501075.101526374.149501075.107335.102-66CK6+380右側77.498米526327.267500992.897526327.270500992.894299.0383-3CK6+380右側60.000米526332.529501009.585526332.530501009.582307.6231-3測 站數 據測站點號H3坐標X2526337.058Y500916.650H337.631 儀器高1.64

8、7與后視高差=0.003后視點號H2坐標X2526198.220Y500959.333H334.074 棱鏡高1.350棱鏡類型計算距離AB145.251 方位角=162 54 39.56 水平度盤讀數=162 54 38 儀器型號:拓普康測量:記錄:日期：監理工程師:日期：記錄表03 高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位CK6+300CK6+475原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHCK6+380右側40.000米526338.543501028.660526338.540

9、501028.663318.473-33CK6+380右側20.000米526344.557501047.734526344.561501047.730326.5534-4CK6+380行車道中心526350.570501066.809526350.570501066.814337.0405CK6+380左側15.000米526355.081501081.114526355.082501081.113339.3331-1CK6+400右側74.903米526308.973501001.386526308.967501001.388301.779-62CK6+400右側60.000米526313

10、.454501015.599526313.458501015.594307.3024-5CK6+400右側40.000米526319.468501034.673526319.466501034.673315.322-20CK6+400右側20.000米526325.482501053.748526325.483501053.744326.5521-4CK6+400行車道中心526331.496501072.822526331.496501072.820335.5530-2CK6+400左側15.000米526336.006501087.128526336.001501087.132343.75

11、2-54CK6+420右側66.963米526292.286501014.972526292.290501014.973302.89941CK6+420右側40.000米526300.394501040.687526300.401501040.693311.24576CK6+420右側20.000米526306.408501059.762526306.405501059.759324.035-3-3測 站數 據測站點號H3坐標X2526337.058Y500916.650H337.631 儀器高1.647與后視高差=0.003后視點號H2坐標X2526198.220Y500959.333H33

12、4.074 棱鏡高1.350棱鏡類型計算距離AB145.251 方位角=162 54 39.56 水平度盤讀數=162 54 38 儀器型號:拓普康測量:記錄:日期：監理工程師:日期：記錄表03 高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位CK6+300CK6+475原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHCK6+420行車道中心526312.421501078.836526312.417501078.836325.865-40CK6+420左側15.000米526316.9325010

13、93.142526316.934501093.146331.60524CK6+430右側46.030米526289.043501037.943526289.043501037.941307.5460-2CK6+430右側20.000米526296.870501062.769526296.871501062.776311.90617CK6+430行車道中心526302.884501081.843526302.878501081.840319.766-6-3CK6+430左15.000側米526307.395501096.149526307.399501096.149323.27640CK6+43

14、5右側30.711米526288.881501054.057526288.878501054.052307.582-3-5CK6+435右側10.000米526295.109501073.809526295.110501073.813312.17014CK6+435行車道中心526298.116501083.346526298.111501083.351316.180-55CK6+435左側15.000米526302.626501097.652526302.630501097.646321.9704-6CK6+440右側18.201米526287.874501067.491526287.868

15、501067.496309.202-65CK6+440右側10.000米526290.340501075.312526290.343501075.314309.51332CK6+440行車道中心526293.347501084.85526293.345501084.851311.923-21測 站數 據測站點號H3坐標X2526337.058Y500916.650H337.631 儀器高1.647與后視高差=0.003后視點號H2坐標X2526198.220Y500959.333H334.074 棱鏡高1.350棱鏡類型計算距離AB145.251 方位角=162 54 39.56 水平度盤讀數

16、=162 54 38 儀器型號:拓普康測量:記錄:日期：監理工程師:日期：記錄表03 施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位CK6+300CK6+475原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHCK6+440左側15.000米526288.837501070.544526288.840501070.542317.6833-2CK6+445右側18.390米526283.049501068.814526283.047501068.818309.175-24CK6+445右側10.000米526

17、285.571501076.816526285.570501076.816309.624-10CK6+445行車道中心526288.578501086.353526288.583501086.350308.9745-3CK6+445左側15.000米526298.089501100.659526298.089501100.665313.41306CK6+450右側18.750米526278.172501069.975526278.178501069.970309.0116-5CK6+450右側10.000米526280.803501078.320526280.799501078.320309.

18、065-40CK6+450行車道中心526283.810501087.857526283.813501087.856309.1353-1CK6+450左側15.000米526288.320501102.163526288.314501102.165312.625-62CK6+455右側18.851米526273.373501071.382526273.376501071.383308.95531CK6+455右側10.000米526276.034501079.823526276.036501079.819308.8552-4CK6+455行車道中心526279.041501089.365262

19、79.040501089.367309.195-17CK6+455左側15.000米526283.551501103.666526283.547501103.663312.415-4-3測 站數 據測站點號H3坐標X2526337.058Y500916.650H337.631 儀器高1.647與后視高差=0.003后視點號H2坐標X2526198.220Y500959.333H334.074 棱鏡高1.350棱鏡類型計算距離AB145.251 方位角=162 54 39.56 水平度盤讀數=162 54 38 儀器型號:拓普康測量:記錄:日期：監理工程師:日期：記錄表03 施工放樣(檢測)測量

20、記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位CK6+300CK6+475原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHCK6+460右側15.422米526269.635501076.155526269.638501076.151311.3393-4CK6+460右側10.000米526271.266501081.327526271.261501081.329309.8-52CK6+460行車道中心526274.273501090.864526274.273501090.861309.9440-3CK6+460左側15.

21、000米526278.783501105.170526278.789501105.176310.72466CK6+465右側10.354米526266.391501082.492526266.387501082.488314.852-4-4CK6+465行車道中心526269.504501092.367526269.503501092.374311.732-17CK6+465左側15.000米526274.014501106.673526274.016501106.670313.0722-3CK6+470右側12.105米526261.095501082.326526261.101501082

22、.331314.98165CK6+470右側10.000米526261.728501084.333526261.723501084.334318.938-51CK6+470行車道中心526264.735501093.871526264.738501093.869317.1083-2CK6+470左側15.000米526269.246501108.176526269.244501108.172317.798-2-4CK6+475右側16.074米526255.133501080.044526255.138501080.042323.0165-2測 站數 據測站點號H3坐標X2526337.058

23、Y500916.650H337.631 儀器高1.647與后視高差=0.003后視點號H2坐標X2526198.220Y500959.333H334.074 棱鏡高1.350棱鏡類型計算距離AB145.251 方位角=162 54 39.56 水平度盤讀數=162 54 38 儀器型號:拓普康測量:記錄:日期：監理工程師:日期：施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位CK6+300CK6+475原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHCK6+475右側10.000米526256.960501

24、085.837526256.958501085.841322.384-24CK6+475行車道中心526259.967501095.374526259.971501095.373320.9844-1CK6+475左側15.000米526264.477501109.680526264.477501109.684321.93404測 站數 據測站點號H3坐標X2526337.058Y500916.650H337.631 儀器高1.647與后視高差=0.003后視點號H2坐標X2526198.220Y500959.333H334.074 棱鏡高1.350棱鏡類型計算距離AB145.251 方位角=1

25、62 54 39.56 水平度盤讀數=162 54 38 儀器型號:拓普康測量:記錄:日期：監理工程師:日期：記錄表03 XX至XX高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位K12+120K13+140原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHK12+940中-0.0020.001228.830-212K12+940右側9.57米0.004-0.003225.7504-35K12+940右側20.3米-0.0010.004222.510-144K12+940右側30.48米0.000-0

26、.001220.0200-11K12+940右側34.87米0.0030.000217.650303K12+940右側37.06米-0.0050.004217.480-546K12+940右側37.91米0.002-0.002218.2902-23K12+940右側47.12米-0.0010.003219.990-133K12+940右側58.34米0.004-0.003219.1404-35K12+940右側71米-0.0030.001220.820-313K12+940右側76.1米0.002-0.004220.6602-44K12+940左側12.55米0.0050.000232.400

27、505K12+940左側24.56米-0.0030.005234.820-356測站數據測站點號CS4坐標X520607.647Y502837.479H255.376 儀器高1.447與后視高差=0.003后視點號29坐標X520442.074Y503058.103H243.438 棱鏡高1.68棱鏡類型計算距離AB275.843 方位角=126 53 14.44 水平度盤讀數=126 53 14.44 儀器型號:索佳測量:記錄:日期：監理工程師:日期：記錄表03 XX至XX高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位K12+120

28、K13+140原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHK12+940左側37.99米0.001-0.004235.5501-44K12+940左側43.7米-0.0030.002235.720-324K12+960中0.005-0.001216.5005-15K12+960右側3.11米-0.0020.003215.930-234K12+960右側4.6米0.0000.002217.210022K12+960右側8.77米-0.0040.000217.610-404K12+960右側12.66米0.002-0.004219.4902-44K12+9

29、60右側16.42米0.003-0.002219.3903-24K12+960右側17.22米-0.0040.003220.060-435K12+960右側25.81米-0.0010.001219.970-111K12+960右側29.57米0.0030.005222.630356K12+960右側38.31米0.002-0.003222.5202-34K12+960右側41.77米-0.004-0.001222.050-4-14測站數據測站點號CS4坐標X520607.647Y502837.479H255.376 儀器高1.447與后視高差=0.003后視點號29坐標X520442.074Y

30、503058.103H243.438 棱鏡高1.68棱鏡類型計算距離AB275.843 方位角=126 53 14.44 水平度盤讀數=126 53 14.44 儀器型號:索佳測量:記錄:日期：監理工程師:日期：記錄表03 XX至XX高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位K12+120K13+140原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHK12+960右側43.33米-0.0010.002221.110-122K12+960右側54.65米0.0030.005221.160356K

31、12+960右側55.49米-0.001-0.006222.110-1-66K12+960右側57.62米-0.0030.003222.000-334K12+960右側64.45米0.002-0.004225.9902-44K12+960右側65.63米0.005-0.001226.4905-15K12+960左側4.61米-0.0040.003217.580-435K12+960左側7.94米-0.0020.005220.310-255K12+960左側17.95米0.0000.004220.360044K12+960左側21.74米-0.006-0.001221.820-6-16K12+9

32、60左側45.54米0.0020.000221.600202K12+960左側57.94米0.0050.003222.060536K12+960左側69.99米-0.003-0.002222.080-3-24測站數據測站點號CS4坐標X520607.647Y502837.479H255.376 儀器高1.447與后視高差=0.003后視點號29坐標X520442.074Y503058.103H243.438 棱鏡高1.68棱鏡類型計算距離AB275.843 方位角=126 53 14.44 水平度盤讀數=126 53 14.44 儀器型號:索佳測量:記錄:日期：監理工程師:日期：記錄表03 X

33、X至XX高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位K12+120K13+140原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHK12+980中0.003-0.004223.6203-45K12+980右側11.77米-0.0050.002229.870-52K12+980右側23.49米0.003-0.006233.0103-6K12+980右側35.37米0.0010.005233.78015K12+980右側46.47米-0.0040.000230.070-40K12+980左側4.57米

34、0.000-0.004220.5800-4K12+980左側8.29米0.0030.003220.16033K12+980左側9.09米-0.006-0.007219.190-6-7K12+980左側20.33米0.0010.004219.02014K12+980左側23.77米0.0060.001218.77061K12+980左側26.8米-0.007-0.003216.650-7-3K12+980左側39.42米0.0040.005215.17045K12+980左側39.64米-0.005-0.002215.890-5-2測站數據測站點號CS4坐標X520607.647Y502837.

35、479H255.376 儀器高1.447與后視高差=0.003后視點號29坐標X520442.074Y503058.103H243.438 棱鏡高1.68棱鏡類型計算距離AB275.843 方位角=126 53 14.44 水平度盤讀數=126 53 14.44 儀器型號:索佳測量:記錄:日期：監理工程師:日期：記錄表03 XX至XX高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位K12+120K13+140原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHK12+980左側64.42米-0.0050

36、.005215.210-55K12+980左側70.56米0.003-0.002215.7003-2K12+980左側79.73米0.0070.000215.47070K12+980左側81.89米-0.0070.003216.320-73K13+000中-0.003-0.006237.110-3-6K13+000右側15.95米0.0000.004245.61004K13+000右側32.37米-0.005-0.002248.690-5-2K13+000右側36.34米0.004-0.005247.8204-5K13+000左側30.9米0.0010.003221.60013K13+000右

37、側45.36米-0.0050.001217.810-51K13+000右側56.46米-0.0030.000213.980-30K13+000右側97.77米0.0020.003213.96023K13+020中0.005-0.006237.1105-6測站數據測站點號CS4坐標X520607.647Y502837.479H255.376 儀器高1.447與后視高差=0.003后視點號29坐標X520442.074Y503058.103H243.438 棱鏡高1.68棱鏡類型計算距離AB275.843 方位角=126 53 14.44 水平度盤讀數=126 53 14.44 儀器型號:索佳測量

38、:記錄:日期：監理工程師:日期：記錄表03 XX至XX高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位K12+120K13+140原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYHXYSHK13+020右側16.65米0.002-0.003258.8302-3K13+020右側35.86米-0.0040.002259.120-42K13+020左側14.79米0.0030.005241.30035K13+020左側31.91米0.007-0.007233.1107-7K13+020左側48.63米-0.005

39、0.000226.920-50K13+020左側50.56米-0.001-0.005223.640-1-5K13+020左側59.62米0.0000.003223.04003K13+020左側60.82米0.0050.001224.65051K13+020左側66.8米-0.003-0.002222.640-3-2K13+040中-0.0020.004246.680-24K13+040右側17.98米0.004-0.003262.3104-3K13+040右側35.8米0.0010.002273.65012K13+040右側49.34米-0.003-0.004272.600-3-4測站數據測站

40、點號CS4坐標X520607.647Y502837.479H255.376 儀器高1.447與后視高差=0.003后視點號29坐標X520442.074Y503058.103H243.438 棱鏡高1.68棱鏡類型計算距離AB275.843 方位角=126 53 14.44 水平度盤讀數=126 53 14.44 儀器型號:索佳測量:記錄:日期：監理工程師:日期：記錄表03 XX至XX高速公路施工放樣(檢測)測量記錄表 施工單位:合 同 段:2 監理單位:編 號:工程名稱路基工程樁號及部位K12+120K13+140原斷面復測測量點設計坐標(m)實測坐標(m)坐標差(mm)示意圖：XYHXYH

41、XYSHK13+040左側16.61米0.002-0.005232.7702-5K13+040左側26.47米-0.0050.004227.870-54K13+040左側28.54米0.006-0.003224.3506-3K13+040左側30.69米-0.0030.003223.960-330.006-0.0076-7-0.0010.005-15-0.0050.002-520.000-0.0060-60.0060.00464-0.007-0.003-7-3-0.0030.004-34-0.002-0.001-2-10.004-0.0014-1測站數據測站點號CS4坐標X520607.647Y502837.479H255.376 儀器高1.447與后視高差=0.003后視點號29坐標X520442.074Y503058.103H243.438 棱鏡高1.68棱鏡類型計算距離AB275.843 方位角=126 53 14.44 水平度盤讀數=126 53 14.44 儀器型號:索佳測量:記錄:日期：監理工程師:日期：測站數據