AK0+592853匝道桥23桥台垫石模板检测Word格式.docx
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1794.249
K0+609.731(-17.26)
2939354.107
492727.207
2939354.110
492727.211
3
4
-1
1794.258
1794.257
K0+609.668(-16.38)
2939353.953
492728.076
2939353.951
492728.077
-2
1
1794.267
1794.265
K0+609.641(-16.01)
2939353.888
492728.441
2939353.892
492728.438
-3
-4
1794.271
K0+609.580(-15.129)
2939353.735
492729.311
2939353.736
492729.312
1794.280
1794.276
K0+609.553(-14.759)
2939353.670
492729.676
2939353.669
492729.678
1794.283
1794.279
K0+609.491(-13.878)
2939353.517
492730.546
2939353.518
492730.547
1794.293
1794.290
K0+609.464(-13.509)
2939353.452
492730.910
2939353.453
492730.910
0
1794.297
K0+609.402(-12.627)
2939353.298
492731.781
2939353.301
492731.784
1794.306
1794.305
K0+609.376(-12.258)
2939353.234
492732.146
2939353.234
492732.146
1794.309
1794.308
计算
数据
A测站点坐标X=2939789.483Y=492977.384
全站仪
型号
TS06
B后视点坐标X=2939934.178Y=492968.102
C后视点坐标X=2939934.178Y=492968.102
距离AB=144.992AC=144.992
测量:
记录(计算):
复核:
测量监理工程师:
K0+609.313(-11.376)
2939353.080
492733.016
2939353.080
492733.013
1794.319
1794.316
K0+609.287(-11.007)
2939353.016
492733.381
2939353.014
492733.378
1794.323
1794.320
K0+609.224(-10.125)
2939352.862
492734.251
2939352.863
492734.251
1794.332
1794.327
K0+609.198(-9.756)
2939352.798
492734.616
2939352.796
492734.615
1794.335
1794.331
K0+609.135(-8.876)
2939352.644
492735.485
2939352.644
492735.486
1794.344
1794.343
K0+609.108(-8.505)
2939352.579
492735.851
2939352.580
492735.853
1794.349
1794.347
K0+609.046(-7.625)
2939352.427
492736.720
2939352.424
492736.722
1794.358
1794.357
K0+609.019(-7.254)
2939352.361
492737.086
2939352.359
492737.089
1794.361
1794.360
K0+608.956(-6.374)
2939352.208
492737.955
2939352.208
492737.954
1794.370
1794.369
K0+608.929(-6.003)
2939352.143
492738.321
2939352.146
492738.318
1794.375
1794.374
B后视点坐标X=2939934.178Y=492968.102
K0+608.867(-5.123)
2939351.990
492739.190
2939351.991
492739.191
1794.384
1794.379
K0+608.840(-4.752)
2939351.925
492739.556
2939351.924
492739.557
1794.387
K0+608.776(-3.872)
2939351.771
492740.425
2939351.772
492740.428
1794.396
K0+608.750(-3.501)
2939351.707
492740.791
2939351.704
492740.789
1794.400
K0+608.687(-2.621)
2939351.553
492741.660
2939351.555
492741.658
1794.410
1794.408
K0+608.661(-2.25)
2939351.489
492742.026
2939351.490
492742.027
1794.414
1794.412
K0+608.597(-1.37)
2939351.335
492742.895
2939351.333
492742.895
1794.422
1794.421
K0+608.570(-1)
2939351.270
492743.260
2939351.269
492743.263
1794.426
1794.425
K0+608.507(-0.119)
2939351.117
492744.130
2939351.121
492744.126
1794.436
1794.432
贵州省公路工程建设项目CL-03
水准测量记录表
贵州三力建设监理有限责任公司编号:
葛洲坝集团第二工程有限公司合同号:
工程名称
施工时间
桩号及部位
测量时间
测量点
水准尺读数
仪器高
差值
备注
后视
前视
N018
0.450
1811.172
1810.722
ZD1
0.453
4.232
1807.393
ZD2
0.396
3.975
1803.814
ZD3
0.457
4.478
1799.793
ZD4
0.421
4.356
1795.858
1.604
1
1.605
1794.253
2
3
1.603
1794.255
4
1.599
1794.259
1.600
1.591
1.590
1794.268
1.587
闭合差:
3mm
允许误差:
32mm
记录(计算):
1.588
1794.270
1.578
1.579
1.575
1.574
1794.284
1.565
1.566
1794.292
1.562
1794.296
1.561
1.560
1794.298
1.551
1794.307
1.552
1.548
1794.310
1.549
1.538
1.539
1.540
1794.318
1.535
1.536
1794.322
1.534
1794.324
1.526
1.527
1.522
1794.336
1.523
1.515
1.513
1794.345
1.514
1.509
1.508
1794.350
1.499
1794.359
1.501
1.500