SG-S009測量復(fù)核記錄年月日工程名稱施工單位中國五冶集團(tuán)有限公司復(fù)核部位日期原施測人測量復(fù)核人測量復(fù)核情況(示意圖)=1\*GB3①無定向附合導(dǎo)線網(wǎng)布設(shè)圖=2\*GB3②閉合/附合水準(zhǔn)布設(shè)圖專業(yè)監(jiān)理工程師意見：年月日注冊建造師(項(xiàng)目技術(shù)負(fù)責(zé)人)意見：年月日觀測：計(jì)算：復(fù)核：四川省住房和城鄉(xiāng)建設(shè)廳制(項(xiàng)目名稱×××××)導(dǎo)線點(diǎn)一覽表建設(shè)單位：監(jiān)理單位：施工單位：中國五冶集團(tuán)有限公司測表1點(diǎn)號坐標(biāo)位置XYT11232101.286249195.324成巴高速出入口T12231291.042249549.954歐管委出入口T14229900.016250865.643中石油加油站對面T01228213.075249622.226城南高速出入口A231808.310249317.246B231615.106249533.162C231278.952249746.198D230791.401249892.503E230465.059250130.312F230208.484250474.233G229898.699250592.898H229532.326250641.995I229338.783250257.604J228923.793250043.306K228640.871249659.296復(fù)核：監(jiān)理工程師：(項(xiàng)目名稱×××××)高程點(diǎn)一覽表建設(shè)單位：監(jiān)理單位：施工單位：中國五冶集團(tuán)有限公司測表2點(diǎn)號高程(m)位置T14465.812中石油加油站對面C1464.892K14+740左側(cè)鐵路橋下C2466.376K14+940左側(cè)C3469.778K15+130右側(cè)C4472.670K15+300右側(cè)C5475.684K15+560右側(cè)C6478.149K15+770左側(cè)C7480.232K15+930右側(cè)C8483.199K16+140左側(cè)C9483.542K16+330左側(cè)C10482.496K16+460左側(cè)C11482.216K16+610右側(cè)路口T01481.825城南高速出入口復(fù)核：監(jiān)理工程師：水準(zhǔn)測量成果計(jì)算表工程名稱：監(jiān)理單位：施工單位：中國五冶集團(tuán)有限公司測段編號水準(zhǔn)點(diǎn)編號實(shí)測高差(m)水準(zhǔn)路線長度(m)高差改正數(shù)(mm)改正后高差(m)高程(m)備注T14465.812已知點(diǎn)1-0.922190.2+2-0.920C1464.89221.482220.1+21.484C2466.37633.400210.2+23.402C3469.77842.890180.1+22.892C4472.67053.012270.7+23.014C5475.68462.463231.2+22.465C6478.14972.081191.7+22.083C7480.23282.965226.8+22.967C8483.19990.341188.3+20.343C9483.54210-1.047127.0+1-1.046C10482.49611-0.281172.8+1-0.280C11482.21612-0.392118.8+1-0.391T01481.825已知點(diǎn)Σ15.9922327.9+2116.013輔助計(jì)算高程閉合差：fh=Σh-(H終-H始)=15.992-(481.825-465.812)=-21mm。fh容=±20√L=±20√2.3279=±31mm，fh﹤Fh容。結(jié)論：滿足規(guī)范四等水準(zhǔn)要求，精度合格。計(jì)算：復(fù)核：監(jiān)理工程師：年月日無定向附合導(dǎo)線網(wǎng)計(jì)算表(嚴(yán)密平差法)工程名稱：××××××××××××××××××××××監(jiān)理單位：××××施工單位：中國五冶集團(tuán)有限公司年月日測點(diǎn)計(jì)算點(diǎn)測角(左角)改正數(shù)方位角測距改正數(shù)縱坐標(biāo)增量橫坐標(biāo)增量縱坐標(biāo)橫坐標(biāo)備注(°′″)(″)(°′″)(m)(mm)△X(m)△Y(m)X(m)Y(m)T11232101.286249195.324已知點(diǎn)15724181.281572419.3A317.333-0.2-292.976121.922231808.310249317.246A1542503-1.281314921.0B289.737-0.2-193.204215.916231615.106249533.162B19548452.671473808.7C397.975-1-336.154213.035231278.952249746.1982251245-4.381770201.6T12324.4980.7-324.06416.792231291.042249549.954已知點(diǎn)C19539344.421631747.1D509.031-1-487.551146.306230791.401249892.503D1603726-5.421435507.7E403.798-1-326.342237.809230465.059250130.312E1624825-6.121264326.6F429.085-1-256.576343.921230208.484250474.233F18131011.641281429.2T14498.352-1-308.468391.410229900.016250865.643已知點(diǎn)2121901-1.791590225.8G331.735-0.2-309.785118.664229898.698250592.898G19319351.461722202.2H369.648-0.3-366.37349.097229532.326250641.995∑計(jì)算：結(jié)論：計(jì)算：復(fù)核：監(jiān)理工程師：無定向附合導(dǎo)線網(wǎng)計(jì)算表(嚴(yán)密平差法)工程名稱：××××××××××××××××××××××監(jiān)理單位：××××施工單位：中國五冶集團(tuán)有限公司年月日測點(diǎn)計(jì)算點(diǎn)測角(左角)改正數(shù)方位角測距改正數(shù)縱坐標(biāo)增量橫坐標(biāo)增量縱坐標(biāo)橫坐標(biāo)備注(°′″)(″)(°′″)(m)(mm)△X(m)△Y(m)X(m)Y(m)G229898.698250592.89819319351.461722202.2H369.648-0.3-366.37349.097229532.326250641.995H25054205.72431627.9I430.367-0.3-193.544-384.391229338.782250257.604I14402130.762071841.7J467.055-0.4-414.989-214.298228923.793250043.306J20618250.822333707.5K476.979-0.4-282.922-384.010228640.870249659.296K1312005-3.31845709.2T01429.399-0.4-427.795-37.070228213.075249622.226已知點(diǎn)∑-3.545674.992-6.7計(jì)算：1、先驗(yàn)單位權(quán)中誤差：5，后驗(yàn)單位權(quán)中誤差：5.13，數(shù)值接近，合格。2、最弱邊及其精度：AB邊，1/151000。3、最弱點(diǎn)及其精度：J點(diǎn)，2.02CM。結(jié)論：滿足規(guī)范要求，精度合格計(jì)算：復(fù)核：監(jiān)理工程師：導(dǎo)線測量記錄表(測回法)日期：年月日天氣：成像：儀器型號：測站測回?cái)?shù)目標(biāo)方向值2CEQEQEQ\F(左+右,2)一測回角值各測回平均值水平距離平均距離盤左盤右盤左盤右(°′″)(°′″)(″)(°′″)′″)(°′″)′″)(°′″)(m)(m)(m)A1T11000051800001+4=00000315425041542503317.333317.333317.333B15425063342508-21542507289.736289.738289.7372T118959562695959-38959581542502B2442502642458+42442500C1B35959521795956-4359595419539321953934D1953925153928-31953926509.030509.032509.0312B9000062700003+39000041953935D28539401053938+22853939D1C000031800001+20000216037281603726E16037313403728+31600030403.799403.798403.7982C9000072700004+39000061603725E2503735703727+82503731E1D35959591800002-30000016248241624825F16248253424823+21624824429.083429.087429.0852D9000032700006-39000041624826F2524828724833-52524830觀測：記錄：計(jì)算：復(fù)核：注冊建造師(技術(shù)負(fù)責(zé)人)：監(jiān)理工程師：導(dǎo)線測量記錄表(測回法)日期：年月日天氣：成像：儀器型號：測站測回?cái)?shù)目標(biāo)方向值2CEQEQEQ\F(左+右,2)一測回角值各測回平均值水平距離平均距離盤左盤右盤左盤右(°′″)(°′″)(″)(°′″)′″)(°′″)′″)(°′″)(m)(m)(m)G1F000061800000+60000319319361931935H1931943131935+81931939369.647369.649369.6482F9000082700002+69000051931934H28319411031937+42831939H1G35959521795957-5359595425054222505420I2505417705414+32505416430.366430.368430.3672G895957269595708959572505419I34054201605425-53405422I1H000031800002+10000214402131440213J14402173240213+41440215467.057467.053467.0552H900003270000309000031440213J2340217540215+22340216J1I000031795959+40000120618262061825K2061829261825+42061827476.978476.980476.9792I9000052700001+49000032061824K29618311161823+82961827觀測：記錄：計(jì)算：復(fù)核：注冊建造師(技術(shù)負(fù)責(zé)人)：監(jiān)理工程師：導(dǎo)線測量記錄表(測回法)日期：年月日天氣：成像：儀器型號：測站測回?cái)?shù)目標(biāo)方向值2CEQEQEQ\F(左+右,2)一測回角值各測回平均值水平距離平均距離盤左盤右盤左盤右(°′″)(°′″)(″)(°′″)′″)(°′″)′″)(°′″)(m)(m)(m)K1J000021795958-40000013120071312005T0113120063112008-21312007429.399429.399429.3992J9000062695959+79000021312003T012212006412000+62212005觀測：記錄：計(jì)算：復(fù)核：注冊建造師(技術(shù)負(fù)責(zé)人)：監(jiān)理工程師：導(dǎo)線測量記錄表(方向觀測法)日期：年月日天氣：成像：儀器型號：測站測回目標(biāo)方向值2平均方向值歸零方向值各測回平均方向值水平距離平均距離盤左盤右盤左盤右(°′″)(°′″)(″)(°′″)(°′″)(°′″)(m)(m)(m)B1A000051800003+20000400000C1954853154850+319548521954848397.975397.975397.975T122251251451255-422512532251249324.499324.497324.498A000011800008-7000042A9000022700007-59000040000000000C28548461054847-1285484619548421954845T1231512401351250-10315124522512412251245A9000062700003+3900004F1E000081800001+70000400000T14181311013103+1018131061813100498.351498.352498.352G2121913321904+921219082121902331.737331.733331.735E000111800005+6000082E8959562700002-68959590000000000T142713102913106-4271310418131021813101G30218581221907-9302190221219002121901E9000012700008-7900004觀測：記錄：計(jì)算：復(fù)核：注冊建造師(技術(shù)負(fù)責(zé)人)：監(jiān)理工程師：四等水準(zhǔn)觀測手簿（雙面尺法）測自至觀測：年月日始時(shí)分時(shí)刻記錄：天氣：末時(shí)分成像：11.8621.5401.6056.393-10.3171.3491.039前1.2895.975151.350.1后-前0.3160.418-21.21.221.1872.4150.9595.648-2-1.2390.7311.983前2.1996.986045.643.2后-前-1.240-1.338-22.43.632.1101.5931.9016.68710.5211.6931.168前1.3806.066141.742.5后-前0.5210.6210-0.82.842.3431.3752.0006.68610.9611.6580.701前1.0385.826-168.567.4后-前0.9620.86021.13.952.8310.7802.5987.38412.0562.3660.304前0.5425.228146.547.6后-前2.0562.1560-1.12.862.4711.1312.1836.86911.3441.8960.545前0.8385.626-157.558.6后-前1.3451.2432-1.11.772.4031.4872.1656.95110.9111.9281.020前1.2535.941-147.546.7后-前0.9121.01020.82.5計(jì)算：復(fù)核：監(jiān)理工程師：四等水準(zhǔn)觀測手簿（雙面尺法）測自至觀測：年月日始時(shí)分時(shí)刻記錄：天氣：末時(shí)分成像：82.8060.8362.5957.284-21.9792.3850.398前0.6175.404042.143.8后-前1.9781.880-2-1.70.892.5901.2732.2587.04411.3061.9260.631前0.9525.638166.464.2后-前1.3061.40602.23.0102.6930.9972.3477.035-11.7062.0010.288前0.6425.428169.270.9后-前1.7051.607-2-1.71.3112.6961.1412.3797.16511.5612.0620.496前0.8185.504163.464.5后-前1.5611.6610-1.10.2122.3311.4152.0656.753-10.9021.80.913前1.1645.951053.150.2后-前0.9010.802-12.93.1132.1101.6431.8316.61710.4551.5521.108前1.3756.063-155.853.5后-前0.4560.55