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四等水准观测记录、计算表第1页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2972.5,,,,303,,,4787,2823,7610,0,,Z2

,,2673.5,,,,2,,,4687,152,4839,0,2671,41428

,,29.9,,,,30.1,,,后-前,2671,2771,0,,

,,-0.2,,,,,,,,,,,,

2,,2804,,,,1676,,,4687,2654,7341,0,,ZD

,,2504,,,,1380,,,4787,1528,6315,0,1126,45225

,,30.0,,,,29.6,,,后-前,1126,1026,0,,

,,0.4,,,,,,,,,,,,

3,,1579,,,,667,,,4787,1528,6314,1,,

,,1477,,,,563,,,4687,615,5301,1,913,163+050左14

,,10.2,,,,10.4,,,后-前,913,1013,0,,44312

,,-0.2,,,,,,,,,,,,

4,,1644,,,,1008,,,4687,1528,6214,1,,

,,1412,,,,774,,,4787,891,5677,1,637,163+050中

,,23.2,,,,23.4,,,后-前,637,537,0,,44588

,,-0.2,,,,,,,,,,,,

5,,1689,,,,777,,,4787,1528,6315,0,,

,,1368,,,,454,,,4687,615,5302,0,913,163+050左14

,,32.1,,,,32.3,,,后-前,913,1013,0,,44312

,,-0.2,,,,,,,,,,,,

6,,805,,,,3239,,,4687,654,5342,-1,,

,,503,,,,2940,,,4787,3089,7877,-1,-2435,ZD

,,30.2,,,,29.9,,,后-前,-2435,-2535,0,,42790

,,0.3,,,,,,,,,,,,

7,,1386,,,,2749,,,4787,1235,6021,1,,

,,1085,,,,2447,,,4687,2598,7284,1,-1363,Z2

,,30.1,,,,30.2,,,后-前,-1363,-1263,0,,41427

,,-0.1,,,,,,,,,,,,

8,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

9,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,0,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.01.27

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第2页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2793,,,,657,,,4787,2642,7428,1,,Z2

,,2491,,,,357,,,4687,507,5193,1,2135,41428

,,30.2,,,,30.0,,,后-前,2135,2235,0,,

,,0.2,,,,,,,,,,,,

2,,2712,,,,1586,,,4687,2562,7248,1,,ZD

,,2412,,,,1288,,,4787,1437,6225,-1,1124,44687

,,30.0,,,,29.8,,,后-前,1125,1023,-2,,

,,0.2,,,,,,,,,,,,

3,,1487,,,,1111,,,4787,1437,6224,0,,

,,1388,,,,1008,,,4687,1059,5746,0,378,163+050左14

,,9.9,,,,10.3,,,后-前,378,478,0,,44309

,,-0.4,,,,,,,,,,,,

4,,1554,,,,1451,,,4687,1437,6125,-1,,

,,1320,,,,1219,,,4787,1335,6121,1,103,163+050中

,,23.4,,,,23.2,,,后-前,102,4,2,,44585

,,0.2,,,,,,,,,,,,

5,,1596,,,,1218,,,4787,1437,6224,0,,

,,1278,,,,898,,,4687,1058,5745,0,379,163+050左14

,,31.8,,,,32.0,,,后-前,379,479,0,,44308

,,-0.2,,,,,,,,,,,,

6,,971,,,,2296,,,4687,821,5507,1,,

,,671,,,,1995,,,4787,2145,6933,-1,-1325,ZD

,,30.0,,,,30.1,,,后-前,-1324,-1426,-2,,43362

,,-0.1,,,,,,,,,,,,

7,,1474,,,,3411,,,4787,1325,6112,0,,

,,1177,,,,3109,,,4687,3260,7947,0,-1935,Z2

,,29.7,,,,30.2,,,后-前,-1935,-1835,0,,41427

,,-0.5,,,,,,,,,,,,

8,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

9,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,0,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.01.30

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第3页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2972.5,,,,303,,,4787,2823,7610,0,,Z2

,,2673.5,,,,2,,,4687,152,4839,0,2671,41428

,,29.9,,,,30.1,,,后-前,2671,2771,0,,

,,-0.2,,,,,,,,,,,,

2,,2804,,,,1676,,,4687,2654,7341,0,,ZD

,,2504,,,,1380,,,4787,1528,6315,0,1126,45225

,,30.0,,,,29.6,,,后-前,1126,1026,0,,

,,0.4,,,,,,,,,,,,

3,,1629,,,,710,,,4787,1528,6314,1,,

,,1427,,,,509,,,4687,609,5295,1,919,163+050左14

,,20.2,,,,20.1,,,后-前,919,1019,0,,44306

,,0.1,,,,,,,,,,,,

4,,1599,,,,955,,,4687,1528,6214,1,,

,,1458,,,,815,,,4787,885,5671,1,643,163+050中

,,14.1,,,,14.0,,,后-前,643,543,0,,44582

,,0.1,,,,,,,,,,,,

5,,1670,,,,748,,,4787,1528,6315,0,,

,,1387,,,,468,,,4687,608,5295,0,920,163+050左14

,,28.3,,,,28.0,,,后-前,920,1020,0,,44305

,,0.3,,,,,,,,,,,,

6,,804,,,,3239,,,4687,654,5342,-1,,

,,504,,,,2940,,,4787,3089,7877,-1,-2435,ZD

,,30.0,,,,29.9,,,后-前,-2435,-2535,0,,42790

,,0.1,,,,,,,,,,,,

7,,1384,,,,2749,,,4787,1235,6021,1,,

,,1086,,,,2447,,,4687,2598,7284,1,-1363,Z2

,,29.8,,,,30.2,,,后-前,-1363,-1263,0,,41427

,,-0.4,,,,,,,,,,,,

8,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

9,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,0,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.02.02

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第4页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2861,,,,627,,,4787,2712,7499,0,,Z2

,,2563,,,,325,,,4687,476,5163,0,2236,41428

,,29.8,,,,30.2,,,后-前,2236,2336,0,,

,,-0.4,,,,,,,,,,,,

2,,2791,,,,1547,,,4687,2641,7329,-1,,ZD

,,2491,,,,1249,,,4787,1398,6184,1,1244,44908

,,30.0,,,,29.8,,,后-前,1243,1145,2,,

,,0.2,,,,,,,,,,,,

3,,1449,,,,845,,,4787,1398,6185,0,,

,,1348,,,,741,,,4687,793,5480,0,605,163+050左14

,,10.1,,,,10.4,,,后-前,605,705,0,,44303

,,-0.3,,,,,,,,,,,,

4,,1516,,,,1185,,,4687,1398,6084,1,,

,,1281,,,,954,,,4787,1069,5855,1,329,163+050中

,,23.5,,,,23.1,,,后-前,329,229,0,,44579

,,0.4,,,,,,,,,,,,

5,,1559,,,,954,,,4787,1398,6184,1,,

,,1238,,,,631,,,4687,792,5478,1,606,163+050左14

,,32.1,,,,32.3,,,后-前,606,706,0,,44302

,,-0.2,,,,,,,,,,,,

6,,1453,,,,2978,,,4687,1303,5990,0,,

,,1153,,,,2681,,,4787,2829,7616,0,-1526,ZD

,,30.0,,,,29.7,,,后-前,-1526,-1626,0,,43382

,,0.3,,,,,,,,,,,,

7,,1014,,,,2972,,,4787,865,5651,1,,

,,716,,,,2671,,,4687,2821,7507,1,-1956,Z2

,,29.8,,,,30.1,,,后-前,-1956,-1856,0,,41426

,,-0.3,,,,,,,,,,,,

8,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

9,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,0,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41426-41428=-2(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.02.05

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第5页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2827.5,,,,627,,,4787,2679,7466,0,,Z2

,,2530.5,,,,326,,,4687,476,5163,0,2203,41428

,,29.7,,,,30.1,,,后-前,2203,2303,0,,

,,-0.4,,,,,,,,,,,,

2,,2575,,,,1343,,,4687,2425,7111,1,,ZD

,,2275,,,,1045,,,4787,1194,5980,1,1231,44862

,,30.0,,,,29.8,,,后-前,1231,1131,0,,

,,0.2,,,,,,,,,,,,

3,,1246,,,,684,,,4787,1194,5981,0,,

,,1143,,,,582,,,4687,633,5320,0,561,163+050左14

,,10.3,,,,10.2,,,后-前,561,661,0,,44301

,,0.1,,,,,,,,,,,,

4,,1309,,,,1027,,,4687,1194,5882,-1,,

,,1080,,,,794,,,4787,910,5696,1,285,163+050中

,,22.9,,,,23.3,,,后-前,284,186,2,,44578

,,-0.4,,,,,,,,,,,,

5,,1344,,,,783,,,4787,1194,5981,0,,

,,1045,,,,481,,,4687,632,5319,0,562,163+050左14

,,29.9,,,,30.2,,,后-前,562,662,0,,44300

,,-0.3,,,,,,,,,,,,

6,,1564,,,,2919,,,4687,1414,6100,1,,

,,1264,,,,2622,,,4787,2770,7558,-1,-1357,ZD

,,30.0,,,,29.7,,,后-前,-1356,-1458,-2,,43505

,,0.3,,,,,,,,,,,,

7,,952,,,,3031,,,4787,803,5590,0,,

,,654,,,,2731,,,4687,2881,7568,0,-2078,Z2

,,29.8,,,,30.0,,,后-前,-2078,-1978,0,,41427

,,-0.2,,,,,,,,,,,,

8,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

9,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,0,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.02.11

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第6页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2830,,,,487,,,4787,2681,7467,1,,Z2

,,2532,,,,186,,,4687,336,5022,1,2345,41428

,,29.8,,,,30.1,,,后-前,2345,2445,0,,

,,-0.3,,,,,,,,,,,,

2,,2804,,,,1549,,,4687,2654,7341,0,,ZD

,,2505,,,,1248,,,4787,1398,6185,0,1256,45029

,,29.9,,,,30.1,,,后-前,1256,1156,0,,

,,-0.2,,,,,,,,,,,,

3,,1449,,,,720,,,4787,1398,6184,1,,

,,1347,,,,617,,,4687,668,5354,1,730,163+050左14

,,10.2,,,,10.3,,,后-前,730,830,0,,44299

,,-0.1,,,,,,,,,,,,

4,,1516,,,,1062,,,4687,1398,6084,1,,

,,1281,,,,831,,,4787,946,5732,1,452,163+050中

,,23.5,,,,23.1,,,后-前,452,352,0,,44577

,,0.4,,,,,,,,,,,,

5,,1558,,,,827,,,4787,1398,6186,-1,,

,,1238,,,,510,,,4687,668,5354,1,731,163+050左14

,,32.0,,,,31.7,,,后-前,730,832,2,,44299

,,0.3,,,,,,,,,,,,

6,,1275,,,,2928,,,4687,1125,5813,-1,,

,,975,,,,2629,,,4787,2778,7566,-1,-1653,ZD

,,30.0,,,,29.9,,,后-前,-1653,-1753,0,,43376

,,0.1,,,,,,,,,,,,

7,,1017,,,,2965,,,4787,867,5653,1,,

,,718,,,,2664,,,4687,2814,7500,1,-1947,Z2

,,29.9,,,,30.1,,,后-前,-1947,-1847,0,,41429

,,-0.2,,,,,,,,,,,,

8,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

9,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,0,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41429-41428=1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.02.26

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第7页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2973,,,,303,,,4787,2823,7610,0,,Z2

,,2674,,,,2,,,4687,152,4839,0,2671,41428

,,29.9,,,,30.1,,,后-前,2671,2771,0,,

,,-0.2,,,,,,,,,,,,

2,,2804,,,,1676,,,4687,2654,7341,0,,ZD

,,2504,,,,1380,,,4787,1528,6315,0,1126,45225

,,30.0,,,,29.6,,,后-前,1126,1026,0,,

,,0.4,,,,,,,,,,,,

3,,1629,,,,701,,,4787,1528,6314,1,,

,,1427,,,,500,,,4687,600,5286,1,928,163+050左14

,,20.2,,,,20.1,,,后-前,928,1028,0,,44297

,,0.1,,,,,,,,,,,,

4,,1599,,,,949,,,4687,1528,6214,1,,

,,1458,,,,809,,,4787,879,5665,1,649,163+050中

,,14.1,,,,14.0,,,后-前,649,549,0,,44576

,,0.1,,,,,,,,,,,,

5,,1670,,,,740,,,4787,1528,6315,0,,

,,1387,,,,460,,,4687,600,5287,0,928,163+050左14

,,28.3,,,,28.0,,,后-前,928,1028,0,,44297

,,0.3,,,,,,,,,,,,

6,,853,,,,3009,,,4687,703,5391,-1,,

,,553,,,,2710,,,4787,2859,7647,-1,-2156,ZD

,,30.0,,,,29.9,,,后-前,-2156,-2256,0,,43069

,,0.1,,,,,,,,,,,,

7,,1336,,,,2980,,,4787,1187,5973,1,,

,,1038,,,,2678,,,4687,2829,7515,1,-1642,Z2

,,29.8,,,,30.2,,,后-前,-1642,-1542,0,,41427

,,-0.4,,,,,,,,,,,,

8,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

9,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,0,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.03.01

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第8页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2973,,,,303,,,4787,2823,7610,0,,Z2

,,2674,,,,2,,,4687,152,4839,0,2671,41428

,,29.9,,,,30.1,,,后-前,2671,2771,0,,

,,-0.2,,,,,,,,,,,,

2,,2804,,,,1676,,,4687,2654,7341,0,,ZD

,,2504,,,,1380,,,4787,1528,6315,0,1126,45225

,,30.0,,,,29.6,,,后-前,1126,1026,0,,

,,0.4,,,,,,,,,,,,

3,,1629,,,,699,,,4787,1528,6314,1,,

,,1427,,,,498,,,4687,598,5284,1,930,163+050左14

,,20.2,,,,20.1,,,后-前,930,1030,0,,44295

,,0.1,,,,,,,,,,,,

4,,1599,,,,948,,,4687,1528,6214,1,,

,,1458,,,,808,,,4787,878,5664,1,650,163+050中

,,14.1,,,,14.0,,,后-前,650,550,0,,44575

,,0.1,,,,,,,,,,,,

5,,1670,,,,738,,,4787,1528,6315,0,,

,,1387,,,,458,,,4687,598,5285,0,930,163+050左14

,,28.3,,,,28.0,,,后-前,930,1030,0,,44295

,,0.3,,,,,,,,,,,,

6,,804,,,,3239,,,4687,654,5342,-1,,

,,504,,,,2940,,,4787,3089,7877,-1,-2435,ZD

,,30.0,,,,29.9,,,后-前,-2435,-2535,0,,42790

,,0.1,,,,,,,,,,,,

7,,1384,,,,2749,,,4787,1235,6021,1,,

,,1086,,,,2447,,,4687,2598,7284,1,-1363,Z2

,,29.8,,,,30.2,,,后-前,-1363,-1263,0,,41427

,,-0.4,,,,,,,,,,,,

8,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

9,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,0,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.03.08

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第9页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2869,,,,357,,,4787,2719,7506,0,,Z2

,,2570,,,,59,,,4687,208,4895,0,2511,41428

,,29.9,,,,29.8,,,后-前,2511,2611,0,,

,,0.1,,,,,,,,,,,,

2,,2804,,,,1593,,,4687,2654,7340,1,,ZD

,,2504,,,,1292,,,4787,1442,6228,1,1212,45151

,,30.0,,,,30.1,,,后-前,1212,1112,0,,

,,-0.1,,,,,,,,,,,,

3,,2683,,,,1470,,,4687,2654,7341,0,,ZD

,,2626,,,,1415,,,4787,1442,6229,0,1212,46363

,,5.7,,,,5.5,,,后-前,1212,1112,0,,

,,0.2,,,,,,,,,,,,

4,,1464,,,,654,,,4787,1442,6230,-1,,接管

,,1421,,,,610,,,4687,632,5320,-1,810,163+050左14

,,4.3,,,,4.4,,,后-前,810,910,0,,45553

,,-0.1,,,,,,,,,,,,

5,,1528,,,,993,,,4687,1442,6129,0,,接管

,,1356,,,,823,,,4787,908,5695,0,534,163+050中

,,17.2,,,,17.0,,,后-前,534,434,0,,45829

,,0.2,,,,,,,,,,,,

6,,1593,,,,782,,,4787,1442,6229,0,,接管

,,1291,,,,481,,,4687,631,5318,0,811,163+050左14

,,30.2,,,,30.1,,,后-前,811,911,0,,45552

,,0.1,,,,,,,,,,,,

7,,763,,,,3436,,,4687,613,5299,1,,

,,463,,,,3137,,,4787,3286,8072,1,-2673,ZD

,,30.0,,,,29.9,,,后-前,-2673,-2773,0,,43690

,,0.1,,,,,,,,,,,,

8,,1362,,,,2618,,,4687,1212,5898,1,,

,,1062,,,,2319,,,4787,2468,7254,1,-1256,ZD

,,30.0,,,,29.9,,,后-前,-1256,-1356,0,,42434

,,0.1,,,,,,,,,,,,

9,,1475,,,,2481,,,4787,1324,6110,1,,

,,1173,,,,2182,,,4687,2331,7017,1,-1007,Z2

,,30.2,,,,29.9,,,后-前,-1007,-907,0,,41427

,,0.3,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.03.15

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第10页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2711,,,,576,,,4787,2561,7349,-1,,Z2

,,2412,,,,278,,,4687,427,5113,1,2135,41428

,,29.9,,,,29.8,,,后-前,2134,2236,2,,

,,0.1,,,,,,,,,,,,

2,,2717,,,,893,,,4687,2567,7253,1,,ZD

,,2417,,,,592,,,4787,742,5528,1,1825,45388

,,30.0,,,,30.1,,,后-前,1825,1725,0,,

,,-0.1,,,,,,,,,,,,

3,,2730,,,,1517,,,4687,2701,7389,-1,,ZD

,,2673,,,,1462,,,4787,1489,6275,1,1213,46601

,,5.7,,,,5.5,,,后-前,1212,1114,2,,

,,0.2,,,,,,,,,,,,

4,,1511,,,,460,,,4787,1489,6275,1,,

,,1468,,,,416,,,4687,438,5124,1,1051,163+050左14

,,4.3,,,,4.4,,,后-前,1051,1151,0,,45550

,,-0.1,,,,,,,,,,,,

5,,1575,,,,799,,,4687,1489,6176,0,,

,,1403,,,,629,,,4787,714,5501,0,775,163+050中

,,17.2,,,,17.0,,,后-前,775,675,0,,45826

,,0.2,,,,,,,,,,,,

6,,1640,,,,588,,,4787,1489,6275,1,,

,,1338,,,,287,,,4687,437,5123,1,1052,163+050左14

,,30.2,,,,30.1,,,后-前,1052,1152,0,,45549

,,0.1,,,,,,,,,,,,

7,,1453,,,,3138,,,4687,1303,5989,1,,

,,1153,,,,2839,,,4787,2988,7774,1,-1685,ZD

,,30.0,,,,29.9,,,后-前,-1685,-1785,0,,44916

,,0.1,,,,,,,,,,,,

8,,1175,,,,3012,,,4687,1025,5712,0,,

,,875,,,,2713,,,4787,2862,7649,0,-1837,ZD

,,30.0,,,,29.9,,,后-前,-1837,-1937,0,,43079

,,0.1,,,,,,,,,,,,

9,,828,,,,2479,,,4787,677,5463,1,,

,,526,,,,2180,,,4687,2329,7015,1,-1652,Z2

,,30.2,,,,29.9,,,后-前,-1652,-1552,0,,41427

,,0.3,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.03.21

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第11页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2813,,,,956,,,4787,2663,7450,0,,Z2

,,2513,,,,658,,,4687,807,5494,0,1856,41428

,,30.0,,,,29.8,,,后-前,1856,1956,0,,

,,0.2,,,,,,,,,,,,

2,,2762,,,,1121,,,4687,2612,7298,1,,ZD

,,2463,,,,820,,,4787,970,5756,1,1642,44926

,,29.9,,,,30.1,,,后-前,1642,1542,0,,

,,-0.2,,,,,,,,,,,,

3,,2681,,,,1325,,,4687,2654,7341,0,,ZD

,,2628,,,,1268,,,4787,1296,6083,0,1358,46284

,,5.3,,,,5.7,,,后-前,1358,1258,0,,

,,-0.4,,,,,,,,,,,,

4,,1319,,,,580,,,4787,1296,6084,-1,,

,,1274,,,,536,,,4687,558,5246,-1,738,163+050左14

,,4.5,,,,4.4,,,后-前,738,838,0,,45546

,,0.1,,,,,,,,,,,,

5,,1381,,,,920,,,4687,1296,5983,0,,

,,1212,,,,750,,,4787,835,5622,0,461,163+050中

,,16.9,,,,17.0,,,后-前,461,361,0,,45823

,,-0.1,,,,,,,,,,,,

6,,1447,,,,708,,,4787,1296,6083,0,,

,,1146,,,,409,,,4687,558,5245,0,738,163+050左14

,,30.1,,,,29.9,,,后-前,738,838,0,,45546

,,0.2,,,,,,,,,,,,

7,,1005,,,,2422,,,4687,856,5542,1,,

,,707,,,,2123,,,4787,2272,7058,1,-1416,ZD

,,29.8,,,,29.9,,,后-前,-1416,-1516,0,,44868

,,-0.1,,,,,,,,,,,,

8,,1362,,,,3194,,,4687,1212,5898,1,,

,,1062,,,,2896,,,4787,3045,7831,1,-1833,ZD

,,30.0,,,,29.8,,,后-前,-1833,-1933,0,,43035

,,0.2,,,,,,,,,,,,

9,,1383,,,,2992,,,4787,1233,6019,1,,

,,1084,,,,2691,,,4687,2841,7527,1,-1608,Z2

,,29.9,,,,30.1,,,后-前,-1608,-1508,0,,41427

,,-0.2,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.03.29

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第12页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2868,,,,359,,,4787,2719,7505,1,,Z2

,,2570,,,,58,,,4687,208,4896,-1,2510,41428

,,29.8,,,,30.1,,,后-前,2511,2609,-2,,

,,-0.3,,,,,,,,,,,,

2,,2805,,,,1591,,,4687,2654,7340,1,,ZD

,,2504,,,,1293,,,4787,1442,6230,-1,1211,45149

,,30.1,,,,29.8,,,后-前,1212,1110,-2,,

,,0.3,,,,,,,,,,,,

3,,2684,,,,1471,,,4687,2654,7341,0,,ZD

,,2624,,,,1413,,,4787,1442,6229,0,1212,46361

,,6.0,,,,5.8,,,后-前,1212,1112,0,,

,,0.2,,,,,,,,,,,,

4,,1462,,,,645,,,4787,1442,6230,-1,,

,,1423,,,,603,,,4687,624,5312,-1,818,163+050左14

,,3.9,,,,4.2,,,后-前,818,918,0,,45543

,,-0.3,,,,,,,,,,,,

5,,1529,,,,988,,,4687,1442,6129,0,,

,,1356,,,,818,,,4787,903,5690,0,539,163+050中

,,17.3,,,,17.0,,,后-前,539,439,0,,45822

,,0.3,,,,,,,,,,,,

6,,1598,,,,783,,,4787,1442,6230,-1,,

,,1286,,,,468,,,4687,625,5313,-1,817,163+050左14

,,31.2,,,,31.5,,,后-前,817,917,0,,45544

,,-0.3,,,,,,,,,,,,

7,,1379,,,,2903,,,4687,1230,5916,1,,

,,1081,,,,2603,,,4787,2753,7539,1,-1523,ZD

,,29.8,,,,30.0,,,后-前,-1523,-1623,0,,44838

,,-0.2,,,,,,,,,,,,

8,,1174,,,,3007,,,4687,1024,5710,1,,

,,874,,,,2708,,,4787,2857,7643,1,-1833,ZD

,,30.0,,,,29.9,,,后-前,-1833,-1933,0,,43005

,,0.1,,,,,,,,,,,,

9,,1475,,,,3052,,,4787,1324,6111,0,,

,,1174,,,,2752,,,4687,2902,7589,0,-1578,Z2

,,30.1,,,,30.0,,,后-前,-1578,-1478,0,,41427

,,0.1,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.04.05

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第13页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

1,,2716,,,,704,,,4787,2566,7352,1,,Z2

,,2417,,,,406,,,4687,555,5241,1,2011,41428

,,29.9,,,,29.8,,,后-前,2011,2111,0,,

,,0.1,,,,,,,,,,,,

2,,2874,,,,1217,,,4687,2724,7410,1,,ZD

,,2574,,,,916,,,4787,1066,5852,1,1658,45097

,,30.0,,,,30.1,,,后-前,1658,1558,0,,

,,-0.1,,,,,,,,,,,,

3,,2448,,,,1206,,,4687,2419,7107,-1,,ZD

,,2391,,,,1151,,,4787,1178,5966,-1,1241,46338

,,5.7,,,,5.5,,,后-前,1241,1141,0,,

,,0.2,,,,,,,,,,,,

4,,1200,,,,404,,,4787,1178,5966,-1,,

,,1157,,,,360,,,4687,382,5070,-1,796,163+050左14

,,4.3,,,,4.4,,,后-前,796,896,0,,45542

,,-0.1,,,,,,,,,,,,

5,,1264,,,,746,,,4687,1178,5865,0,,

,,1092,,,,576,,,4787,661,5448,0,517,163+050中

,,17.2,,,,17.0,,,后-前,517,417,0,,45821

,,0.2,,,,,,,,,,,,

6,,1329,,,,533,,,4787,1178,5966,-1,,

,,1027,,,,232,,,4687,382,5068,1,797,163+050左14

,,30.2,,,,30.1,,,后-前,796,898,2,,45542

,,0.1,,,,,,,,,,,,

7,,1183,,,,3034,,,4687,1033,5719,1,,

,,883,,,,2735,,,4787,2884,7670,1,-1851,ZD

,,30.0,,,,29.9,,,后-前,-1851,-1951,0,,44487

,,0.1,,,,,,,,,,,,

8,,1288,,,,2904,,,4687,1138,5824,1,,

,,988,,,,2605,,,4787,2754,7540,1,-1616,ZD

,,30.0,,,,29.9,,,后-前,-1616,-1716,0,,42871

,,0.1,,,,,,,,,,,,

9,,1475,,,,2919,,,4787,1324,6111,0,,

,,1173,,,,2620,,,4687,2769,7456,0,-1445,Z2

,,30.2,,,,29.9,,,后-前,-1445,-1345,0,,41426

,,0.3,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41426-41428=-2(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.04.12

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第14页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2674,,,,1328,,,4787,2524,7311,0,,Z2

,,2374,,,,1030,,,4687,1179,5866,0,1345,41428

,,30.0,,,,29.8,,,后-前,1345,1445,0,,

,,0.2,,,,,,,,,,,,

2,,2935,,,,802,,,4687,2786,7472,1,,ZD

,,2637,,,,501,,,4787,651,5437,1,2135,44908

,,29.8,,,,30.1,,,后-前,2135,2035,0,,

,,-0.3,,,,,,,,,,,,

3,,2681,,,,1366,,,4687,2654,7341,0,,ZD

,,2628,,,,1311,,,4787,1338,6125,0,1316,46224

,,5.3,,,,5.5,,,后-前,1316,1216,0,,

,,-0.2,,,,,,,,,,,,

4,,1362,,,,677,,,4787,1338,6126,-1,,

,,1315,,,,634,,,4687,655,5343,-1,683,163+050左14

,,4.7,,,,4.3,,,后-前,683,783,0,,45541

,,0.4,,,,,,,,,,,,

5,,1423,,,,1019,,,4687,1338,6025,0,,

,,1254,,,,849,,,4787,934,5721,0,404,163+050中

,,16.9,,,,17.0,,,后-前,404,304,0,,45820

,,-0.1,,,,,,,,,,,,

6,,1494,,,,809,,,4787,1338,6126,-1,,

,,1182,,,,502,,,4687,655,5341,1,684,163+050左14

,,31.2,,,,30.7,,,后-前,683,785,2,,45541

,,0.5,,,,,,,,,,,,

7,,1436,,,,2836,,,4687,1286,5972,1,,

,,1136,,,,2538,,,4787,2687,7473,1,-1401,ZD

,,30.0,,,,29.8,,,后-前,-1401,-1501,0,,44823

,,0.2,,,,,,,,,,,,

8,,1018,,,,2875,,,4687,869,5555,1,,

,,720,,,,2575,,,4787,2725,7511,1,-1856,ZD

,,29.8,,,,30.0,,,后-前,-1856,-1956,0,,42967

,,-0.2,,,,,,,,,,,,

9,,1529,,,,3066,,,4787,1378,6165,0,,

,,1228,,,,2766,,,4687,2916,7603,0,-1538,Z2

,,30.1,,,,30.0,,,后-前,-1538,-1438,0,,41429

,,0.1,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41429-41428=1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.04.19

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第15页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2566,,,,1111,,,4787,2416,7202,1,,Z2

,,2267,,,,810,,,4687,960,5646,1,1456,41428

,,29.9,,,,30.1,,,后-前,1456,1556,0,,

,,-0.2,,,,,,,,,,,,

2,,2849,,,,637,,,4687,2699,7386,0,,ZD

,,2549,,,,336,,,4787,486,5273,0,2213,45097

,,30.0,,,,30.1,,,后-前,2213,2113,0,,

,,-0.1,,,,,,,,,,,,

3,,2467,,,,1104,,,4687,2441,7129,-1,,ZD

,,2416,,,,1055,,,4787,1079,5865,1,1363,46460

,,5.1,,,,4.9,,,后-前,1362,1264,2,,

,,0.2,,,,,,,,,,,,

4,,1101,,,,180,,,4787,1079,5865,1,,

,,1058,,,,136,,,4687,158,4846,-1,920,163+050左14

,,4.3,,,,4.4,,,后-前,921,1019,-2,,45539

,,-0.1,,,,,,,,,,,,

5,,1162,,,,522,,,4687,1079,5766,0,,

,,996,,,,352,,,4787,437,5224,0,642,163+050中

,,16.6,,,,17.0,,,后-前,642,542,0,,45818

,,-0.4,,,,,,,,,,,,

6,,1230,,,,310,,,4787,1079,5865,1,,

,,928,,,,9,,,4687,159,4845,1,920,163+050左14

,,30.2,,,,30.1,,,后-前,920,1020,0,,45540

,,0.1,,,,,,,,,,,,

7,,1049,,,,2572,,,4687,899,5585,1,,

,,749,,,,2273,,,4787,2422,7208,1,-1523,ZD

,,30.0,,,,29.9,,,后-前,-1523,-1623,0,,44937

,,0.1,,,,,,,,,,,,

8,,811,,,,3021,,,4687,661,5347,1,,

,,511,,,,2722,,,4787,2871,7657,1,-2210,ZD

,,30.0,,,,29.9,,,后-前,-2210,-2310,0,,42727

,,0.1,,,,,,,,,,,,

9,,1164,,,,2463,,,4787,1013,5799,1,,

,,862,,,,2164,,,4687,2313,6999,1,-1300,Z2

,,30.2,,,,29.9,,,后-前,-1300,-1200,0,,41427

,,0.3,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41427-41428=-1(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.04.26

,,,,,,,,,,,,,,,

四等水准观测记录、计算表第16页共页,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

项目名称,,,xx高速,,,,施工单位,,xx集团工程有限公司,,,,合同段,16

仪器型号,,,DSZ2,,,,监理单位,,xx交通工程咨询监理公司,,,,公路等级,高级

"测站

编号",,后尺,,上丝,,前尺,,上丝,"方向

尺号",标尺读数,,"K+黑

减红",高差中数,备注

,,,,下丝,,,,下丝,,,,,,

,,后视距,,,,前视距,,,,黑面,红面,,,黑面

,,视距差d,,,,∑d,,,,4787,,,,4687

1,,2030,,,,772,,,4787,1878,6665,0,,Z2

,,1727,,,,474,,,4687,623,5310,0,1255,41428

,,30.3,,,,29.8,,,后-前,1255,1355,0,,

,,0.5,,,,,,,,,,,,

2,,2961,,,,713,,,4687,2812,7498,1,,ZD

,,2664,,,,411,,,4787,562,5348,1,2250,44933

,,29.7,,,,30.2,,,后-前,2250,2150,0,,

,,-0.5,,,,,,,,,,,,

3,,2758,,,,1308,,,4687,2733,7420,0,,ZD

,,2709,,,,1256,,,4787,1282,6069,0,1451,46384

,,4.9,,,,5.2,,,后-前,1451,1351,0,,

,,-0.3,,,,,,,,,,,,

4,,1308,,,,460,,,4787,1282,6070,-1,,

,,1257,,,,411,,,4687,435,5123,-1,847,163+050左14

,,5.1,,,,4.9,,,后-前,847,947,0,,45537

,,0.2,,,,,,,,,,,,

5,,1367,,,,799,,,4687,1282,5969,0,,

,,1198,,,,629,,,4787,714,5501,0,568,163+050中

,,16.9,,,,17.0,,,后-前,568,468,0,,45816

,,-0.1,,,,,,,,,,,,

6,,1436,,,,589,,,4787,1282,6069,0,,

,,1129,,,,284,,,4687,436,5123,0,846,163+050左14

,,30.7,,,,30.5,,,后-前,846,946,0,,45538

,,0.2,,,,,,,,,,,,

7,,1161,,,,2527,,,4687,1011,5697,1,,

,,861,,,,2226,,,4787,2376,7162,1,-1365,ZD

,,30.0,,,,30.1,,,后-前,-1365,-1465,0,,45019

,,-0.1,,,,,,,,,,,,

8,,810,,,,3031,,,4687,661,5347,1,,

,,512,,,,2729,,,4787,2880,7666,1,-2219,ZD

,,29.8,,,,30.2,,,后-前,-2219,-2319,0,,42800

,,-0.4,,,,,,,,,,,,

9,,1276,,,,2648,,,4787,1125,5911,1,,

,,974,,,,2350,,,4687,2499,7185,1,-1374,Z2

,,30.2,,,,29.8,,,后-前,-1374,-1274,0,,41426

,,0.4,,,,,,,,,,,,

"辅

算",,f闭=H测-H设=41426-41428=-2(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

,,F容=±20√0.15=±8(MM),,,,,,,,,,,,

,,,,,,,,,,,,,,,

"自检

意见",,,,,,,,,,,,,,

,,,,,,,,,,,,,,,

测量,,,,,,,,计算,,,复核,,日期,2007.05.12

,

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