水準(zhǔn)測量記錄表,,,,,,,,,,,,,,,,,

承包單位：,,,,,,,,,合同號：,,,,,,,,

監(jiān)理單位：,,,,,,,,,編號：,,,,,,,,

工程名稱,,,,,,施工時間,,2020.1.2,,,,,,,,,

樁號及范圍,K4+360-K4+460填方第一層,,,,,檢驗(yàn)時間,,,,,,,綠色為必填選項,,,,

允許誤差,,,閉合差,,,儀器產(chǎn)地型號,,,,,,,,路面坡度,半幅寬度,與中樁高差,

測點(diǎn)或樁號,水準(zhǔn)尺讀數(shù)（m）,,,儀器高（m）,設(shè)計標(biāo)高（m）,實(shí)測標(biāo)高（m）,,偏差(mm),,備注,,,,0.020,16.500,0.330,

,后視,中視,前視,,,,,,,,,,,,,,

11-2,1.590,,,12.555,10.965,10.965,,,,,,,,原地貌標(biāo)高,層厚,設(shè)計標(biāo)高,實(shí)測標(biāo)高

K4+360中,,,2.277,,10.280,10.278,,-2,,,,,輸入中樁高程→,9.620,0.660,10.280,10.278

左,,,1.948,,10.610,10.607,,-3,,,,,左,隨機(jī)數(shù)1-10,隨機(jī)數(shù)1-10,10.610,10.607

右,,,2.610,,9.950,9.945,,-5,,,,,右,3.000,5.000,9.950,9.945

K4+380中,,,2.643,,9.910,9.912,,2,,,,,輸入中樁高程→,9.250,0.660,9.910,9.912

左,,,2.323,,10.240,10.232,,-8,,,,,左,隨機(jī)數(shù)1-10,隨機(jī)數(shù)1-10,10.240,10.232

右,,,2.981,,9.580,9.574,,-6,,,,,右,8.000,6.000,9.580,9.574

K4+400中,,,3.077,,9.480,9.478,,-2,,,,,輸入中樁高程→,8.820,0.660,9.480,9.478

左,,,2.746,,9.810,9.809,,-1,,,,,左,隨機(jī)數(shù)1-10,隨機(jī)數(shù)1-10,9.810,9.809

右,,,3.408,,9.150,9.147,,-3,,,,,右,1.000,3.000,9.150,9.147

K4+420中,,,3.504,,9.050,9.051,,1,,,,,輸入中樁高程→,8.390,0.660,9.050,9.051

左,,,3.178,,9.380,9.377,,-3,,,,,左,隨機(jī)數(shù)1-10,隨機(jī)數(shù)1-10,9.380,9.377

右,,,3.837,,8.720,8.718,,-2,,,,,右,3.000,2.000,8.720,8.718

K4+440中,,,3.784,,8.770,8.771,,1,,,,,輸入中樁高程→,8.110,0.660,8.770,8.771

左,,,3.457,,9.100,9.098,,-2,,,,,左,隨機(jī)數(shù)1-10,隨機(jī)數(shù)1-10,9.100,9.098

右,,,4.116,,8.440,8.439,,-1,,,,,右,2.000,1.000,8.440,8.439

K4+460中,,,4.179,,8.380,8.376,,-4,,,,,輸入中樁高程→,7.720,0.660,8.380,8.376

左,,,3.846,,8.710,8.709,,-1,,,,,左,隨機(jī)數(shù)1-10,隨機(jī)數(shù)1-10,8.710,8.709

右,,,4.510,,8.050,8.045,,-5,,,,,右,1.000,5.000,8.050,8.045

檢測意見,,,,,,,,,,,,,,,,,

測量,,,