ilmu ukur tanah metode tachymetri

50
PROGRAM STUDI DIPLOMA III TEKNIK SIPIL HORISONTAL CONTROL FIELD NOTE PROGRAM DIPLOMA LOCATION : faculty of engineering areas FAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achma Jl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu 3. Study 4. Andri INSTRUMENT : NIKON PAGE : Point No. Angles Average Angles Vertical Reading Heling Staff Reading (m) Ins. Target Deg Min Sec Deg Min Sec Deg Min Sec Deg Min Sec Deg Min Sec Middle Top Bottom 1 2 3 4 5 6 7 8 P0 P7 B 0 35 26 266 44 52 266 46 38 93 29 43 -3 29 43 1.100 1.250 0.770 LB 180 40 38 267 34 24 -2 25 36 1.470 1.710 1.230 P1 B 267 20 18 266 48 26 90 5 25 0 5 25 1.700 1.980 1.420 LB 87 29 4 269 13 27 0 46 33 0.470 0.750 0.190 P1 P0 B 255 21 0 184 27 36 184 30 44 89 23 45 0 36 15 2.435 2.720 2.150 LB 75 18 54 269 42 14 0 17 46 1.035 1.320 0.750 P2 B 79 48 36 184 33 54 87 27 12 2 32 48 1.320 1.630 1.010 LB 259 52 48 272 43 3 2 43 3 0.890 1.200 0.580 P2 P1 B 1 41 57 238 22 12 238 20 16 93 42 43 -3 42 43 0.875 1.185 0.565 LB 181 45 6 267 4 15 -2 55 45 1.190 1.510 0.880 P3 B 240 4 9 238 18 20 75 30 48 14 29 12 1.825 2.075 1.575 LB 60 3 26 284 48 34 14 48 34 1.650 1.900 1.400 P3 P2 B 197 44 57 237 56 39 237 55 26 103 31 6 -13 31 6 2.260 2.510 2.010 LB 17 47 0 257 17 17 -12 42 43 2.500 2.750 2.250 P4 B 75 41 36 237 54 14 93 53 20 -3 53 20 2.310 2.550 2.070 LB 255 41 14 266 51 15 -3 8 45 2.560 2.800 2.320 P4 P3 B 337 25 6 254 9 14 254 9 48 85 34 17 4 25 43 1.310 1.550 1.070 LB 157 32 56 275 59 27 5 59 27 2.160 2.400 1.920 P5 B 231 34 20 254 10 24 90 36 41 0 36 41 2.890 3.150 2.630 LB 51 43 20 269 53 9 0 6 51 2.885 3.150 2.620 P5 P4 B 200 29 54 178 30 30 178 26 40.5 88 2 58 1 57 2 1.435 1.700 1.170 LB 20 31 3 272 25 29 2 25 29 1.380 1.650 1.110 P6 B 19 0 24 178 22 51 96 23 20 -6 23 20 1.870 2.000 1.740 LB 198 53 54 263 53 45 -6 6 15 1.770 1.900 1.640 P6 P5 B 111 53 12 190 13 45 190 8 9 83 14 16 6 45 44 1.170 1.300 1.040 LB 292 5 52 277 2 42 7 2 42 1.070 1.200 0.940 P7 B 302 6 57 190 2 34 99 30 24 -9 30 24 2.120 2.350 1.890 LB 122 8 26 260 52 45 -9 7 15 2.020 2.250 1.790 Horisontal Reading

Upload: andri-mujahidin

Post on 29-Oct-2014

266 views

Category:

Documents


17 download

DESCRIPTION

data tersebut hasil dari pengukuran kelompok kami di area D3 Teknik Sipil Undip Semarang

TRANSCRIPT

Page 1: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL HORISONTAL CONTROL FIELD NOTEPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Angles Average Angles Vertical Reading Heling Staff Reading (m) Distance (m)

Ins. Target Deg Min Sec Deg Min Sec Deg Min Sec Deg Min Sec Deg Min Sec Middle Top Bottom Do Dd1 2 3 4 5 6 7 8 9

P0P7

B 0 35 26266 44 52

266 46 38

93 29 43 -3 29 43 1.100 1.250 0.770 48.00 47.82LB 180 40 38 267 34 24 -2 25 36 1.470 1.710 1.230 48.00 47.91

P1B 267 20 18

266 48 2690 5 25 0 5 25 1.700 1.980 1.420 56.00 56.00

LB 87 29 4 269 13 27 0 46 33 0.470 0.750 0.190 56.00 55.99

P1P0

B 255 21 0184 27 36

184 30 44

89 23 45 0 36 15 2.435 2.720 2.150 57.00 56.99LB 75 18 54 269 42 14 0 17 46 1.035 1.320 0.750 57.00 57.00

P2B 79 48 36

184 33 5487 27 12 2 32 48 1.320 1.630 1.010 62.00 61.88

LB 259 52 48 272 43 3 2 43 3 0.890 1.200 0.580 62.00 61.86

P2P1

B 1 41 57238 22 12

238 20 16

93 42 43 -3 42 43 0.875 1.185 0.565 62.00 61.74LB 181 45 6 267 4 15 -2 55 45 1.190 1.510 0.880 63.00 62.84

P3B 240 4 9

238 18 2075 30 48 14 29 12 1.825 2.075 1.575 50.00 46.87

LB 60 3 26 284 48 34 14 48 34 1.650 1.900 1.400 50.00 46.73

P3P2

B 197 44 57237 56 39

237 55 26

103 31 6 -13 31 6 2.260 2.510 2.010 50.00 47.27LB 17 47 0 257 17 17 -12 42 43 2.500 2.750 2.250 50.00 47.58

P4B 75 41 36

237 54 1493 53 20 -3 53 20 2.310 2.550 2.070 48.00 47.78

LB 255 41 14 266 51 15 -3 8 45 2.560 2.800 2.320 48.00 47.86

P4P3

B 337 25 6254 9 14

254 9 48

85 34 17 4 25 43 1.310 1.550 1.070 48.00 47.71LB 157 32 56 275 59 27 5 59 27 2.160 2.400 1.920 48.00 47.48

P5B 231 34 20

254 10 2490 36 41 0 36 41 2.890 3.150 2.630 52.00 51.99

LB 51 43 20 269 53 9 0 6 51 2.885 3.150 2.620 53.00 53.00

P5P4

B 200 29 54178 30 30

178 26 40.5

88 2 58 1 57 2 1.435 1.700 1.170 53.00 52.94LB 20 31 3 272 25 29 2 25 29 1.380 1.650 1.110 54.00 53.90

P6B 19 0 24

178 22 5196 23 20 -6 23 20 1.870 2.000 1.740 26.00 25.68

LB 198 53 54 263 53 45 -6 6 15 1.770 1.900 1.640 26.00 25.71

P6P5

B 111 53 12190 13 45

190 8 9

83 14 16 6 45 44 1.170 1.300 1.040 26.00 25.64LB 292 5 52 277 2 42 7 2 42 1.070 1.200 0.940 26.00 25.61

P7B 302 6 57

190 2 3499 30 24 -9 30 24 2.120 2.350 1.890 46.00 44.75

LB 122 8 26 260 52 45 -9 7 15 2.020 2.250 1.790 46.00 44.84

Horisontal Reading

E11
User: isikan bagian yang berwarna kuning
Page 2: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL HORISONTAL CONTROL FIELD NOTEPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

P7P6

B 267 16 27249 16 12

249 12 42

81 8 40 8 51 20 0.670 0.900 0.440 46.00 44.91LB 87 22 37 279 4 40 9 4 40 0.420 0.650 0.190 46.00 44.85

P0B 156 32 39

249 9 1488 36 48 1 23 12 0.660 0.900 0.420 48.00 47.97

LB 336 31 51 272 9 38 2 9 38 0.860 1.100 0.620 48.00 47.93

Page 3: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL HORISONTAL COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Angel Angle Correction Corrected Angle Azimuth ( Ψ )D.SIN Ψ D.COS Ψ

Correction Coordinate

Deg Min Sec Deg Min Sec Deg Min Sec Deg Min Sec D.SIN Ψ D.COS Ψ X Y

1 2 3 4 5 6 7 8 9 10 11 12 13

P0 266 46 39 0 3 42 266 50 21 1000.000 5000.000 P0

182 0 0 56.50 -1.97 -56.46 2.249472 -1.9848955

P1 184 30 45 0 3 41 184 34 26 1000.278 4941.554 P1

186 34 26 59.43 -6.80 -59.04 2.366421 -2.0880888

P2 238 20 16 0 3 41 238 23 57 995.840 4880.424 P2

244 58 23 62.08 -56.25 -26.26 2.471771 -2.1810481

P3 237 55 27 0 3 42 237 59 8 942.062 4851.981 P3

302 57 31 54.55 -45.77 29.67 2.171813 -1.9163699

P4 254 9 49 0 3 41 254 13 30 898.467 4879.739 P4

17 11 1.5 47.11 13.92 45.01 1.875885 -1.6552488

P5 178 26 41 0 3 41 178 30 21 914.262 4923.094 P5

15 41 23 47.62 12.88 45.85 1.896095 -1.6730812

P6 190 8 10 0 3 41 190 11 50 929.036 4967.267 P6

25 53 13 44.79 19.56 40.30 1.783584 -1.5738035

P7 249 12 43 0 3 42 249 16 25 950.377 5005.993 P7

95 9 38 47.91 47.72 -4.31 1.907619 -1.6832502

P0 266 46 39 0 3 42 266 50 21 1000.000 5000.000 P0

SUM 1799 30 29 0 29 31 1800 0 0 419.99 -16.723 14.756 16.723 -14.756

8 titik 1800 0 0 KOREKSI 0 3 41.44

selisih 0 29 31 5 titik 0 3 41 0 18 253 titik 0 3 42 0 11 6

SUM 0 29 31

POINT NUMBER

Distance (m)

POINT NUMBER

E34
User: MASUKKAN KOREKSI
I34
User: ITUNG PAKE KALKULATOR
Page 4: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL

PROGRAM DIPLOMA

FAKULTAS TEKNIK UNIVERSITAS DIPONEGORO

Jl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379

LEVELLING FIELD NOTESURVEYOR 1. Achmad Danang Setiadi

2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.

4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4D

PAGE :

Point No. Staff Reading (m) Vertical Reading AnglesInst. Target Middle Top Bottom Deg Min Sec Deg Min Sec1 2 3 4 5 7 8 9

P0p7

B

1.550

1.100 1.250 0.770 93 29 43 -3 29 43 47.82 -2.471LB 1.470 1.710 1.230 267 34 24 -2 25 36 47.91 -1.951

P1B 1.700 1.980 1.420 90 5 25 0 5 25 56.00 -0.238

LB 0.470 0.750 0.190 269 13 27 0 46 33 55.99 0.322

P1P0

B

1.500

2.435 2.720 2.150 89 23 45 0 36 15 56.99 -0.334LB 1.035 1.320 0.750 269 42 14 0 17 46 57.00 0.170

P2B 1.320 1.630 1.010 87 27 12 2 32 48 61.88 2.932

LB 0.890 1.200 0.580 272 43 3 2 43 3 61.86 3.546

P2P1

B

1.348

0.875 1.185 0.565 93 42 43 -3 42 43 61.74 -3.532LB 1.190 1.510 0.880 267 4 15 -2 55 45 62.84 -3.057

P3B 1.825 2.075 1.575 75 30 48 14 29 12 46.87 11.633

LB 1.650 1.900 1.400 284 48 34 14 48 34 46.73 12.054

P3P2

B

1.450

2.260 2.510 2.010 103 31 6 -13 31 6 47.27 -12.174LB 2.500 2.750 2.250 257 17 17 -12 42 43 47.58 -11.783

P4B 2.310 2.550 2.070 93 53 20 -3 53 20 47.78 -4.108

LB 2.560 2.800 2.320 266 51 15 -3 8 45 47.86 -3.740

P4P3

B

1.498

1.310 1.550 1.070 85 34 17 4 25 43 47.71 3.883LB 2.160 2.400 1.920 275 59 27 5 59 27 47.48 4.320

P5B 2.890 3.150 2.630 90 36 41 0 36 41 51.99 -1.947

LB 2.885 3.150 2.620 269 53 9 0 6 51 53.00 -1.493

P5P4

B

1.410

1.435 1.700 1.170 88 2 58 1 57 2 52.94 1.778LB 1.380 1.650 1.110 272 25 29 2 25 29 53.90 2.313

P6B 1.870 2.000 1.740 96 23 20 -6 23 20 25.68 -3.335

LB 1.770 1.900 1.640 263 53 45 -6 6 15 25.71 -3.109

P6P5

B

1.470

1.170 1.300 1.040 83 14 16 6 45 44 25.64 3.340LB 1.070 1.200 0.940 277 2 42 7 2 42 25.61 3.565

P7B 2.120 2.350 1.890 99 30 24 -9 30 24 44.75 -8.143

LB 2.020 2.250 1.790 260 52 45 -9 7 15 44.84 -7.750

P7P6

B

1.450

0.670 0.900 0.440 81 8 40 8 51 20 44.91 7.777LB 0.420 0.650 0.190 279 4 40 9 4 40 44.85 8.197

P0B 0.660 0.900 0.420 88 36 48 1 23 12 47.97 1.951

LB 0.860 1.100 0.620 272 9 38 2 9 38 47.93 2.398

Instrument Height (m)

Distance (m)

Diff. Elevation (m)

Page 5: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL

PROGRAM DIPLOMA

FAKULTAS TEKNIK UNIVERSITAS DIPONEGORO

Jl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379

LEVELLING COMPUTATION

SURVEYOR 1. Achmad Danang Setiadi

2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.

4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4D

PAGE :

Diff. ElevationElevationFore Back

Average CorrectionB LB B LB

1 2 3 4 5 7 8 10 11

P0 30.000 P0-0.238 0.322 -0.334 0.170 -0.020 -0.045

P1 29.935 P12.932 3.546 -3.532 -3.057 -0.028 -0.045

P2 29.862 P211.633 12.054 -12.174 -11.783 -0.068 -0.045

P3 29.750 P3-4.108 -3.740 3.883 4.320 0.089 -0.045

P4 29.794 P4-1.947 -1.493 1.778 2.313 0.163 -0.045

P5 29.912 P5-3.335 -3.109 3.340 3.565 0.115 -0.045

P6 29.982 P6-8.143 -7.750 8.197 8.197 0.125 -0.045

P7 30.063 P71.951 2.398 -2.471 -1.951 -0.018 -0.045

P0 30.000 P0

SUM 0.359 -0.359

Number Pag.

Number Pag.

Page 6: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

P0 1000.000 5000.000 30.000

P0 P7 1.100 1.250 0.770 0 35 26 93 29 43 47.82 -2.471 P7 950.377 5005.993 30.063

TAP1 1.700 1.980 1.420 267 20 18 90 5 25 56.00 -0.238

1.550

1 0.520 0.635 0.405 57 56 3 94 45 6 22.84 -0.869 -9.931 20.570 1 990.069 5020.570 29.131

2 2.010 2.100 1.920 60 38 51 91 8 54 17.99 -0.821 -7.047 16.555 2 992.953 5016.555 29.179

3 1.080 1.255 0.905 56 52 32 92 27 45 34.94 -1.032 -15.767 31.175 3 984.233 5031.175 28.968

4 2.050 2.215 1.885 63 50 5 90 57 25 32.99 -1.051 -11.213 31.027 4 988.787 5031.027 28.949

5 1.990 2.190 1.790 79 13 48 91 16 41 39.98 -1.332 -3.119 39.858 5 996.881 5039.858 28.668

6 2.050 2.255 1.845 84 17 45 91 17 45 40.98 -1.427 0.423 40.977 6 1000.423 5040.977 28.573

7 1.980 2.175 1.785 88 5 33 91 16 45 38.98 -1.300 2.982 38.866 7 1002.982 5038.866 28.700

8 1.800 1.980 1.620 91 1 52 91 15 0 35.98 -1.035 4.589 35.689 8 1004.589 5035.689 28.965

9 1.720 1.910 1.530 96 34 35 91 14 46 37.98 -0.996 8.461 37.028 9 1008.461 5037.028 29.004

10 1.780 1.960 1.600 99 25 10 91 14 46 35.98 -1.013 9.746 34.638 10 1009.746 5034.638 28.987

11 1.800 1.970 1.630 102 42 42 91 14 23 33.98 -0.985 11.068 32.131 11 1011.068 5032.131 29.015

12 1.840 1.970 1.710 106 8 5 91 14 9 25.99 -0.851 9.916 24.022 12 1009.916 5024.022 29.149

13 1.040 1.160 0.920 124 26 47 91 14 34 23.99 -0.010 15.656 18.175 13 1015.656 5018.175 29.990

14 1.060 1.160 0.960 125 31 15 91 13 40 19.99 0.062 13.329 14.899 14 1013.329 5014.899 30.062

15 1.140 1.230 1.050 128 55 37 91 14 15 17.99 0.021 12.771 12.673 15 1012.771 5012.673 30.021

16 2.490 2.560 2.420 121 2 45 88 27 22 13.99 -0.563 8.486 11.122 16 1008.486 5011.122 29.437

Distance (m)

Different Elevation (m)

Page 7: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

17 1.450 1.540 1.360 239 0 0 91 7 6 17.99 -0.251 7.520 -16.346 17 1007.520 4983.654 29.749

18 1.410 1.510 1.310 247 52 39 91 7 46 19.99 -0.254 5.453 -19.234 18 1005.453 4980.766 29.746

19 1.3600 1.4600 1.2600 255 18 42 91 9 33 19.99 -0.215 2.918 -19.778 19 1002.918 4980.222 29.785

20 1.030 1.125 0.935 266 42 3 91 6 44 18.99 0.151 -0.993 -18.967 20 999.007 4981.033 30.151

21 1.320 1.420 1.220 275 4 24 91 7 16 19.99 -0.161 -3.941 -19.600 21 996.059 4980.400 29.839

22 1.410 1.510 1.310 283 2 45 91 6 36 19.99 -0.247 -6.621 -18.864 22 993.379 4981.136 29.753

23 1.405 1.475 1.335 287 29 48 91 9 47 13.99 -0.139 -5.646 -12.805 23 994.354 4987.195 29.861

24 1.590 1.710 1.470 295 42 15 91 10 16 23.99 -0.530 -12.713 -20.345 24 987.287 4979.655 29.470

25 2.425 2.550 2.300 296 24 38 91 10 0 24.99 -1.384 -13.503 -21.028 25 986.497 4978.972 28.616

26 1.575 1.700 1.450 297 19 30 91 10 9 24.99 -0.535 -13.836 -20.809 26 986.164 4979.191 29.465

27 2.330 2.450 2.210 298 44 48 91 10 22 23.99 -1.271 -13.774 -19.641 27 986.226 4980.359 28.729

28 2.450 2.620 2.280 312 31 15 94 17 53 33.81 -3.441 -25.445 -22.262 28 974.555 4977.738 26.559

29 2.810 2.940 2.680 319 29 51 94 19 18 25.85 -3.214 -21.380 -14.534 29 978.620 4985.466 26.786

30 2.695 2.780 2.610 353 24 41 94 23 9 16.90 -2.441 -16.900 -0.086 30 983.100 4999.914 27.559

31 2.185 2.250 2.120 353 34 33 94 23 48 12.92 -1.629 -12.924 -0.029 31 987.076 4999.971 28.371

32 1.155 1.220 1.090 353 26 17 94 23 7 12.92 -0.596 -12.924 -0.060 32 987.076 4999.940 29.404

33 2.015 2.080 1.950 353 12 45 92 22 30 12.98 -1.003 -12.977 -0.111 33 987.023 4999.889 28.997

34 1.180 1.240 1.120 353 39 4 94 25 35 11.93 -0.553 -11.929 -0.011 34 988.071 4999.989 29.447

P1 1000.278 4941.554 29.935

Page 8: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

P1 1000.278 4941.554 29.935

P1 P0 2.435 2.720 2.150 255 21 0 89 23 45 56.99 -0.334 P0 1000.000 5000.000 30.000

TAP2 1.320 1.630 1.010 79 48 36 87 27 12 61.88 2.932

1.500

1 1.850 1.950 1.750 268 18 38 89 48 45 20.00 -0.285 4.393 19.511 1 1004.671 4961.065 29.651

2 1.935 2.040 1.830 274 11 2 89 47 49 21.00 -0.361 6.685 19.907 2 1006.963 4961.461 29.575

3 1.940 2.055 1.825 280 23 39 89 46 55 23.00 -0.352 9.637 20.883 3 1009.915 4962.437 29.583

4 1.610 1.715 1.050 47 9 20 89 44 46 66.50 0.185 31.697 -58.459 4 1031.974 4883.096 30.120

5 1.600 1.710 1.490 54 28 44 89 44 16 22.00 0.001 7.935 -20.519 5 1008.213 4921.036 29.936

6 1.000 1.110 0.890 61 44 55 91 0 24 21.99 0.114 5.274 -21.352 6 1005.551 4920.202 30.049

7 1.000 1.110 0.890 69 36 30 90 50 27 22.00 0.177 2.304 -21.874 7 1002.582 4919.680 30.112

8 2.535 2.640 2.430 78 50 27 87 12 36 20.95 -0.014 -1.176 -20.917 8 999.102 4920.637 29.921

9 1.955 2.060 1.850 85 15 8 88 45 34 20.99 0.000 -3.511 -20.694 9 996.767 4920.860 29.935

10 2.495 2.580 2.410 115 35 12 88 46 30 16.99 -0.632 -10.914 -13.024 10 989.364 4928.530 29.304

11 2.670 2.760 2.580 116 30 8 91 19 34 17.99 -1.586 -11.774 -13.602 11 988.504 4927.952 28.349

12 1.720 1.810 1.630 117 43 36 91 18 54 17.99 -0.633 -12.062 -13.348 12 988.215 4928.206 29.302

13 2.615 2.700 2.530 118 36 3 92 40 6 16.96 -1.906 -11.564 -12.410 13 988.714 4929.144 28.030

14 2.800 2.900 2.700 125 56 50 94 1 18 19.90 -2.699 -15.318 -12.706 14 984.960 4928.848 27.236

15 2.565 2.650 2.480 155 18 54 95 37 44 16.84 -2.724 -16.565 -3.013 15 983.713 4938.542 27.211

16 2.565 2.650 2.480 192 11 48 84 32 57 16.85 0.543 -15.067 7.536 16 985.211 4949.091 30.478

17 1.735 1.850 1.620 222 51 36 92 9 49 22.97 -1.103 -12.429 19.314 17 987.849 4960.868 28.832

18 1.170 1.285 1.055 223 21 33 92 10 33 22.97 -0.543 -12.260 19.421 18 988.018 4960.975 29.393

Page 9: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

19 2.135 2.250 2.020 224 3 29 92 7 39 22.97 -1.488 -12.023 19.570 19 988.255 4961.124 28.447

20 1.740 1.850 1.630 225 5 0 90 45 3 22.00 -0.528 -11.177 18.945 20 989.101 4960.499 29.407

21 1.450 1.550 1.350 235 33 38 90 58 26 19.99 -0.290 -6.859 18.781 21 993.419 4960.335 29.645

22 1.480 1.575 1.385 240 57 50 90 57 50 18.99 -0.300 -4.807 18.376 22 995.471 4959.930 29.636

23 1.360 1.455 1.265 248 50 32 90 55 57 18.99 -0.169 -2.243 18.862 23 998.035 4960.416 29.766

24 1.310 1.400 1.220 257 44 9 90 50 51 18.00 -0.076 0.664 17.984 24 1000.941 4959.538 29.859

Page 10: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

P2 995.840 4880.424 29.862

P2 P1 0.875 1.185 0.565 1 41 57 93 42 43 61.74 -3.532 P3 942.062 4851.981 29.750

TAP3 1.825 2.075 1.575 240 4 9 75 30 48 46.87 11.633

1.500

1 0.980 1.120 0.840 330 20 30 102 24 28 26.71 -5.356 -12.374 23.668 1 983.466 4904.092 24.507

2 1.220 1.410 1.030 341 29 24 100 11 54 36.81 -6.342 -10.426 35.301 2 985.415 4915.726 23.521

3 2.150 2.310 1.990 341 53 18 100 11 54 31.00 -6.226 -8.572 29.788 3 987.268 4910.212 23.636

4 1.105 1.265 0.945 343 58 13 100 29 33 30.94 -5.335 -7.471 30.023 4 988.369 4910.447 24.528

5 1.870 2.010 1.730 357 17 33 94 38 54 27.82 -2.632 -0.316 27.814 5 995.524 4908.238 27.231

6 1.930 2.075 1.785 1 56 2 94 40 5 28.81 -2.782 2.005 28.738 6 997.845 4909.162 27.080

7 1.870 2.015 1.725 5 2 33 94 39 30 28.81 -2.717 3.560 28.588 7 999.401 4909.012 27.145

8 1.740 1.890 1.590 11 3 6 94 38 53 29.80 -2.663 6.759 29.026 8 1002.599 4909.451 27.199

9 1.395 1.550 1.240 16 51 23 95 13 19 30.74 -2.705 9.965 29.083 9 1005.805 4909.508 27.158

10 1.340 1.500 1.180 21 25 15 95 13 19 31.73 -2.740 12.643 29.108 10 1008.483 4909.532 27.122

11 1.240 1.410 1.070 24 9 19 95 12 41 33.72 -2.815 14.894 30.252 11 1010.734 4910.676 27.047

12 0.380 0.530 0.230 145 46 50 85 9 46 29.79 3.641 15.856 -25.216 12 1011.696 4855.209 33.503

13 0.260 0.410 0.110 149 23 58 85 59 17 29.85 3.334 14.265 -26.225 13 1010.105 4854.200 33.196

14 0.905 1.050 0.760 154 1 27 83 11 48 28.59 4.006 11.593 -26.137 14 1007.433 4854.287 33.869

15 0.835 0.970 0.700 161 14 42 83 11 48 26.62 3.841 7.649 -25.499 15 1003.489 4854.926 33.703

16 0.590 0.720 0.460 166 53 51 83 12 27 25.64 3.964 4.912 -25.161 16 1000.752 4855.263 33.826

17 0.650 0.780 0.520 170 45 41 83 11 8 25.63 3.913 3.205 -25.433 17 999.045 4854.991 33.776

18 1.085 1.210 0.960 178 57 17 87 56 45 24.97 1.311 -0.441 -24.964 18 995.399 4855.460 31.173

Page 11: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

19 1.335 1.465 1.245 190 4 22 81 57 55 21.57 3.210 -4.532 -21.089 19 991.308 4859.336 33.072

20 2.315 2.430 2.200 191 8 51 81 56 51 22.55 2.375 -5.151 -21.953 20 990.690 4858.472 32.238

21 0.750 0.865 0.635 191 42 21 63 34 11 18.44 9.917 -4.388 -17.914 21 991.453 4862.510 39.780

22 1.385 1.500 1.270 206 8 35 77 22 38 21.90 5.020 -10.350 -19.302 22 985.491 4861.122 34.882

23 0.830 0.970 0.690 239 53 22 77 35 57 26.71 6.543 -23.571 -12.561 23 972.270 4867.863 36.405

24 0.660 0.780 0.540 265 53 22 84 52 53 23.81 2.973 -23.794 -0.853 24 972.046 4879.571 32.835

25 1.240 1.300 1.180 270 45 14 86 58 34 11.97 0.892 -11.952 0.587 25 983.888 4881.011 30.755

26 1.715 1.770 1.660 285 57 12 93 45 24 10.95 -0.934 -10.416 3.386 26 985.424 4883.811 28.928

27 1.140 1.170 1.110 246 24 12 91 24 33 6.00 0.212 -5.578 -2.202 27 990.263 4878.223 30.075

28 2.130 2.160 2.100 242 47 20 91 25 8 6.00 -0.779 -5.428 -2.549 28 990.412 4877.875 29.084

29 1.120 1.150 1.090 241 18 9 91 16 41 6.00 0.246 -5.360 -2.689 29 990.480 4877.735 30.109

30 1.780 1.830 1.730 297 22 41 97 49 57 9.81 -1.630 -8.547 4.823 30 987.293 4885.247 28.232

31 2.820 2.870 2.770 298 1 45 97 49 51 9.81 -2.670 -8.492 4.920 31 987.348 4885.344 27.193

32 1.875 1.920 1.830 300 35 5 97 51 3 8.83 -1.593 -7.437 4.764 32 988.403 4885.188 28.270

P3 942.062 4851.981 29.750

Page 12: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

P3 942.062 4851.981 29.750

P3 P2 2.260 2.510 2.010 197 44 57 103 31 6 47.27 -12.174 P2 995.840 4880.424 29.862

TAP4 2.310 2.550 2.070 75 41 36 93 53 20 47.78 -4.108

1.450

1 2.330 2.380 2.280 210 5 0 94 8 5 9.95 -1.599 2.079 9.728 1 944.141 4861.710 28.151

2 1.805 1.900 1.710 246 47 3 94 11 50 18.90 -1.742 14.211 12.457 2 956.273 4864.439 28.008

3 0.925 1.050 0.800 274 51 6 90 54 21 24.99 0.130 24.336 5.695 3 966.398 4857.676 29.880

4 0.750 0.850 0.650 323 29 13 81 9 20 19.53 3.738 15.904 -11.330 4 957.966 4840.651 33.489

5 0.770 0.900 0.640 346 25 3 77 5 27 24.70 6.342 12.945 -21.039 5 955.007 4830.942 36.092

6 1.775 2.000 1.550 15 25 38 81 19 45 43.98 6.382 1.991 -43.932 6 944.053 4808.049 36.132

7 1.325 1.500 1.150 20 23 57 83 0 44 34.48 4.351 -1.431 -34.452 7 940.632 4817.529 34.102

8 1.700 1.850 1.550 40 53 6 87 15 38 29.93 1.182 -11.629 -27.580 8 930.433 4824.401 30.932

9 1.955 2.050 1.860 77 55 39 94 23 12 18.89 -1.954 -16.343 -9.471 9 925.719 4842.510 27.796

10 2.770 2.800 2.740 177 27 41 97 40 13 5.89 -2.114 -2.070 5.518 10 939.992 4857.499 27.636

11 2.630 2.700 2.560 159 58 57 98 0 10 13.73 -3.110 -8.460 10.813 11 933.602 4862.794 26.640

P4 898.467 4879.739 29.794

Page 13: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

P4 P3 1.310 1.550 1.070 337 25 6 85 34 17 47.71 3.883 P3 942.062 4851.981 29.750

TAP5 2.890 3.150 2.630 231 34 20 90 36 41 51.99 -1.947

1.498

1 0.985 1.090 0.880 25 24 26 79 47 45 20.34 4.174 -3.366 20.060 1 895.101 4899.800 33.969

2 0.220 0.350 0.090 41 27 14 78 48 57 25.02 6.225 2.842 24.860 2 944.904 4876.841 35.975

3 1.580 1.690 1.470 76 16 21 75 48 56 20.68 5.145 13.659 15.526 3 955.721 4867.507 34.895

4 1.290 1.360 1.220 88 34 40 77 42 16 13.37 3.121 10.764 7.923 4 952.826 4859.904 32.871

5 0.290 0.350 0.230 159 52 10 88 31 5 11.99 1.518 9.831 -6.868 5 951.893 4845.114 31.268

6 0.980 1.100 0.860 190 20 12 84 34 6 23.78 2.780 9.900 -21.627 6 951.962 4830.354 32.530

7 0.900 1.050 0.750 209 40 2 87 8 56 29.93 2.088 2.746 -29.800 7 944.808 4822.182 31.839

8 2.665 2.800 2.530 221 55 46 89 55 46 27.00 -1.134 -3.289 -26.799 8 938.773 4825.182 28.616

9 2.110 2.240 1.980 234 11 51 95 25 33 25.77 -3.059 -8.502 -24.325 9 933.560 4827.657 26.691

10 2.380 2.510 2.250 259 10 51 99 32 14 25.29 -5.130 -17.644 -18.113 10 924.418 4833.868 24.620

11 2.310 2.450 2.170 270 8 12 100 55 37 26.99 -6.023 -22.167 -15.404 11 919.895 4836.577 23.727

12 2.520 2.650 2.390 294 10 41 96 21 26 25.68 -3.883 -25.230 -4.792 12 873.237 4874.947 25.911

13 1.915 2.000 1.830 313 10 9 93 47 9 16.93 -1.537 -16.751 2.425 13 925.311 4854.406 28.213

14 1.030 1.140 0.920 341 27 42 86 40 11 21.93 1.744 -17.618 13.051 14 924.444 4865.032 31.494

15 1.000 1.077 0.925 0 5 15 84 2 57 15.04 2.065 -8.591 12.341 15 933.471 4864.322 31.816

P5 914.262 4923.094 29.912

P5 P4 1.435 1.700 1.170 200 29 54 88 2 58 52.94 1.778 P4 898.467 4879.739 29.794

A315
User: JANGAN LUPA MASUKIN TINGGI ALAT
Q316
User: JANGAN LUPA GANTI NUMBER OF CELL
Page 14: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

P5 P4 1.435 1.700 1.170 200 29 54 88 2 58 52.94 1.778 P4 898.467 4879.739 29.794

TAP6 1.870 2.000 1.740 19 0 24 96 23 20 25.68 -3.335

1.410

1 0.200 0.300 0.100 226 48 27 84 5 16 19.79 3.259 -14.312 -13.664 1 899.950 4909.429 33.171

2 0.690 0.750 0.630 250 10 23 74 5 45 11.10 3.882 -10.409 -3.852 2 903.853 4919.242 33.795

3 0.410 0.450 0.370 302 8 49 74 18 15 7.41 3.084 -6.311 3.892 3 907.951 4926.986 32.996

4 0.625 0.700 0.550 340 14 50 87 46 44 14.98 1.366 -5.180 14.053 4 909.082 4937.147 31.278

5 0.835 0.900 0.770 357 27 56 88 13 10 12.99 0.979 -0.683 12.969 5 913.579 4936.063 30.891

6 1.180 1.200 1.160 5 56 43 90 23 5 4.00 0.203 0.381 3.982 6 914.643 4927.075 30.115

7 1.160 1.240 1.080 31 11 10 100 45 50 15.44 -2.686 7.885 13.277 7 922.147 4936.371 27.227

8 0.970 1.080 0.860 60 15 57 109 54 30 19.45 -6.604 16.807 9.788 8 931.069 4932.881 23.308

9 1.850 1.950 1.750 87 6 9 109 53 9 17.69 -6.837 17.655 1.042 9 931.917 4924.136 23.075

10 1.140 1.250 1.030 118 7 0 110 25 55 19.32 -6.927 17.115 -8.961 10 931.377 4914.133 22.985

11 0.845 0.930 0.760 140 31 25 110 84 26 14.74 -5.212 9.463 -11.295 11 923.725 4911.799 24.700

12 1.930 2.000 1.860 174 35 24 97 58 18 13.73 -2.443 1.409 -13.658 12 915.671 4909.436 27.469

13 1.230 1.300 1.160 204 25 39 90 4 15 14.00 0.163 -5.682 -12.795 13 908.580 4910.299 30.075

P6 929.036 4967.267 29.982

P6 P5 1.170 1.300 1.040 111 53 12 83 14 16 25.64 3.340 P5 914.262 4923.094 29.912

A358
User: JANGAN LUPA MASUKIN TINGGI ALAT
Q359
User: JANGAN LUPA GANTI NUMBER OF CELL
Page 15: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

TAP7 2.120 2.350 1.890 302 6 57 99 30 24 44.75 -8.163

1.470

1 0.815 0.900 0.730 156 9 6 70 34 54 15.12 5.985 -13.444 -6.922 1 915.592 4960.345 35.968

2 0.830 0.900 0.760 167 26 21 70 36 57 12.46 5.023 -11.978 -3.424 2 917.058 4963.842 35.006

3 0.350 0.450 0.250 231 18 45 82 38 20 19.67 3.661 -13.184 14.600 3 915.852 4981.867 33.644

4 2.790 2.850 2.730 271 4 21 92 59 54 11.97 -1.947 -0.485 11.957 4 928.551 4979.224 28.036

5 2.470 2.550 2.390 306 24 12 107 28 45 14.56 -5.584 7.930 12.207 5 936.966 4979.474 24.399

6 2.215 2.270 2.160 337 18 52 112 9 20 9.44 -4.587 8.475 4.148 6 937.511 4971.415 25.395

7 2.155 2.230 2.080 55 58 20 101 12 37 14.43 -3.546 8.771 -11.463 7 937.807 4955.804 26.437

8 1.475 1.550 1.400 87 26 46 88 50 12 14.99 0.299 1.554 -14.913 8 930.590 4952.354 30.282

9 0.195 0.250 0.140 137 53 36 77 21 43 10.47 3.623 -7.341 -7.470 9 921.695 4959.796 33.606

P7 950.377 5005.993 30.063

P7 P6 0.670 0.900 0.440 267 16 27 81 8 40 44.91 7.777 P6 929.036 4967.267 29.982

TAP0 0.660 0.900 0.420 156 32 39 88 36 48 47.97 1.951

A401
User: JANGAN LUPA MASUKIN TINGGI ALAT
Q402
User: JANGAN LUPA GANTI NUMBER OF CELL
Page 16: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation (m)

1.450P0 0.660 0.900 0.420 156 32 39 88 36 48 47.97 1.951

1 1.055 1.200 0.910 297 48 4 79 8 41 27.97 5.759 -24.072 -14.245 1 926.304 4991.748 35.822

2 1.800 1.900 1.700 302 54 3 79 44 46 19.37 3.153 -17.477 -8.342 2 932.899 4997.651 33.216

3 0.740 0.850 0.630 42 23 48 86 31 45 21.92 2.039 -6.049 21.068 3 944.328 5027.061 32.102

4 1.450 1.550 1.350 74 34 17 89 4 30 19.99 0.323 5.563 19.205 4 955.940 5025.198 30.386

5 0.890 1.050 0.730 129 6 4 90 13 20 32.00 0.436 30.198 10.584 5 980.575 5016.577 30.499

6 1.805 1.950 1.660 139 10 57 94 3 53 28.85 -2.405 28.480 4.630 6 978.857 5010.623 27.657

7 1.650 1.800 1.500 109 20 45 92 39 14 29.94 -1.588 23.241 18.868 7 973.618 5024.860 28.475

8 2.160 2.330 1.990 202 50 6 92 35 52 33.93 -2.249 19.742 -27.595 8 970.119 4978.398 27.813

9 2.575 2.700 2.450 226 5 15 92 31 40 24.95 -2.227 5.328 -24.376 9 955.704 4981.617 27.836

10 2.740 2.910 2.570 230 40 27 94 52 56 33.75 -4.173 4.547 -33.446 10 954.924 4972.547 25.890

11 1.790 1.875 1.705 238 12 10 91 39 12 16.99 -0.830 0.063 -16.986 11 950.440 4989.007 29.233

12 0.610 0.700 0.520 209 40 20 89 7 57 18.00 1.112 8.654 -15.778 12 959.031 4990.214 31.175

13 2.750 2.820 2.680 104 57 33 94 50 0 13.90 -2.475 10.090 9.561 13 960.467 5015.554 27.587

14 2.160 2.240 2.080 114 39 14 101 21 58 15.38 -3.801 12.785 8.547 14 963.162 5014.539 26.261

15 0.940 1.020 0.860 119 35 33 101 22 15 15.38 -2.583 13.473 7.414 15 963.850 5013.407 27.480

A444
User: JANGAN LUPA MASUKIN TINGGI ALAT
Q445
User: JANGAN LUPA GANTI NUMBER OF CELL
Page 17: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL HORISONTAL CONTROL FIELD NOTEPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO

Jl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 SURVEYOR 1. Achmad Danang Setiadi2. Wisnu Dewangga Z.F.3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4D

PAGE :

Point No. Angles Average Angles Vertical Reading Heling Staff Reading (m) Distance (m)

Ins. Target Deg Min Sec Deg Min Sec Deg Min Sec Deg Min Sec Deg Min Sec Middle Top Bottom Do Dd1 2 3 4 5 6 7 8 9

P7P6

B 313 58 35323 42 54

324 41 0

81 31 22 8 28 38 0.310 0.540 0.080 46.00 45.00LB 132 4 39 279 4 39 9 4 39 0.380 0.610 0.150 46.00 44.85

S1B 277 41 29

325 39 692 6 54 -2 6 54 0.600 0.900 0.300 60.00 59.92

LB 97 43 45 268 31 36 -1 28 24 0.750 1.050 0.450 60.00 59.96

S1P7

B 214 3 41198 38 13

198 38 13

90 5 50 0 5 50 0.500 0.800 0.200 60.00 60.00LB 34 5 32 270 30 34 0 30 34 0.600 0.900 0.300 60.00 60.00

S2B 52 41 54

198 38 1481 40 26 8 19 34 1.320 1.550 1.090 46.00 45.04

LB 232 43 46 279 31 37 9 31 37 1.870 2.100 1.640 46.00 44.74

S2S1

B 2 10 2177 31 6

177 17 28

98 43 49 -8 43 49 1.800 2.035 1.565 47.00 45.92LB 182 23 40 267 5 13 -2 54 47 1.220 1.450 0.990 46.00 45.88

P3B 179 41 8

177 3 5073 41 8 16 18 52 1.825 2.035 1.615 42.00 38.69

LB 359 27 30 287 45 44 17 45 44 2.475 2.685 2.265 42.00 38.09

P3S2

B 100 31 5657 46 51

57 41 17

105 19 50 -15 19 50 2.240 2.450 2.030 42.00 39.06LB 280 30 34 255 7 9 -14 52 51 2.190 2.400 1.980 42.00 39.23

P2B 158 18 47

57 35 43103 40 8 -13 40 8 2.060 2.310 1.810 50.00 47.21

LB 338 6 17 257 8 27 -12 51 33 2.400 2.650 2.150 50.00 47.52

Horisontal Reading

Page 18: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL HORISONTAL COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO

Jl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379

SURVEYOR 1. Achmad Danang Setiadi2. Wisnu Dewangga Z.F.3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Angel Angle Correction Corrected Angle Azimuth ( Ψ )D.SIN Ψ D.COS Ψ

Correction Coordinate

Deg Min Sec Deg Min Sec Deg Min Sec Deg Min Sec D.SIN Ψ D.COS Ψ X Y

1 2 3 4 5 6 7 8 9 10 11 12 13

P7 324 41 0 76 42 46 247 58 14 950.38 5005.99 P7

25 53 13 59.97 26.18 23.55 -37.748 -71.436

S1 198 38 13 76 42 46 121 55 28 938.81 4958.11 S1

83 57 46 45.39 45.14 4.75 -28.573 -54.074

S2 177 17 28 76 42 46 100 34 42 955.38 4908.79 S2

163 23 4 38.77 11.09 -10.62 -24.403 -46.181

P3 57 41 17 76 42 46 340 58 31 942.06 4851.98 P3

SUM 758 17 58 306 51 4 144.13 82.409 17.680 -90.724 -171.692

4 titik 720 0 0 Distance Correction

selisih 38 17 58 ….a P7 X AWAL = 950.377 Y AWAL = 5005.993P3 X AKHIR = 942.062 Y AKHIR = 4851.981

Ψ akhir 359 43 40 SELISIH = -8.315 SELISIH = -154.012Ψ awal 25 53 13

693 50 26 ….b= 82.41 = 17.68

b-a = 655 32 284 KOREKSI

Correction 163 53 6.89 = -90.724 ΔY = -171.692

76 42 46 x 3 titk 230 8 1876 42 46 x 1 titk 76 42 46

sum 306 51 4

POINT NUMBER

Distance (m)

POINT NUMBER

D SIN Ψ D COS Ψ

∑ titik =ΔX

E25
User: MASUKKAN KOREKSI
J25
User: ITUNG PAKE KALKULATOR
Page 19: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL

PROGRAM DIPLOMA

FAKULTAS TEKNIK UNIVERSITAS DIPONEGORO

Jl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379

LEVELLING FIELD NOTESURVEYOR 1. Achmad Danang Setiadi

2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.

4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4D

PAGE :

Point No. Staff Reading (m) Vertical Reading HelingInst. Target Middle Top Bottom Deg Min Sec Deg Min Sec1 2 3 4 5 7 8 9

P7P6

B

1.400

0.310 0.540 81.000 81 31 22 8 28 38 45.00 7.797LB 0.380 0.610 0.150 279 4 39 9 4 39 44.85 8.187

S1B 0.600 0.900 0.300 92 6 54 -2 6 54 59.92 -1.413

LB 0.750 1.050 0.450 268 31 36 -1 28 24 59.96 -0.892

S1P7

B

1.460

0.500 0.800 0.200 90 5 50 0 5 50 60.00 0.858LB 0.600 0.900 0.300 270 30 34 0 30 34 60.00 1.393

S2B 1.320 1.550 1.090 81 40 26 8 19 34 45.04 6.731

LB 1.870 2.100 1.640 279 31 37 9 31 37 44.74 7.099

S2S1

B

1.520

1.800 2.035 1.565 98 43 49 -8 43 49 45.92 -7.331LB 1.220 1.450 0.990 267 5 13 -2 54 47 45.88 -2.035

P3B 1.825 2.035 1.615 73 41 8 16 18 52 38.69 11.018

LB 2.475 2.685 2.265 287 45 44 17 45 44 38.09 11.247

P3S2

B

1.356

2.240 2.450 2.030 105 19 50 -15 19 50 39.06 -11.593LB 2.190 2.400 1.980 255 7 9 -14 52 51 39.23 -11.258

P2B 2.060 2.310 1.810 103 40 8 -13 40 8 47.21 -12.185

LB 2.400 2.650 2.150 257 8 27 -12 51 33 47.52 -11.893

Instrument Height (m)

Distance (m)

Diff. Elevation

(m)

Page 20: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL

PROGRAM DIPLOMA

FAKULTAS TEKNIK UNIVERSITAS DIPONEGORO

Jl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379

LEVELLING COMPUTATION

SURVEYOR 1. Achmad Danang Setiadi

2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.

4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4D

PAGE :

Diff. ElevationElevationFore Back

AverageDistance

CorrectionB LB B LB (m)

1 2 3 4 5 7 8 10 11

P7 30.063 P7-1.413 -0.892 0.858 1.393 -0.013 59.97 -0.528

S1 29.522 S16.731 7.099 -7.331 -2.035 1.116 45.393 -0.400

S2 30.238 S211.018 11.247 -11.593 -11.258 -0.147 38.768 -0.341

P3 29.750 P3

SUM 0.956 144.13 -1.269

Diff. Elevation Correction

Number Pag.

Number Pag.

= (( D / ∑ D) * ( Elv awal - Elv akhir + ∑ average))*-1

Page 21: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

S1 938.811 4958.111 29.522

S1 P7 0.500 0.800 0.200 214 3 41 90 5 50 60.00 0.858 P7 950.377 5005.993 30.063

TAS2 1.320 1.550 1.090 52 41 54 81 40 26 45.04 6.731

1.460

1 2.160 2.250 2.070 227 13 12 94 45 6 17.88 -2.186 8.043 15.965 1 946.854 4974.076 27.336

2 2.480 2.570 2.390 229 30 8 93 22 42 17.94 -2.079 8.702 15.685 2 947.513 4973.797 27.443

3 1.635 1.720 1.550 235 25 53 93 23 15 16.94 -1.178 9.705 13.885 3 948.516 4971.997 28.344

4 2.105 2.230 1.980 253 56 26 90 56 27 24.99 -1.055 20.080 14.881 4 958.891 4972.992 28.466

5 2.020 2.130 1.910 274 56 38 90 57 16 21.99 -0.926 21.190 5.892 5 960.001 4964.003 28.595

6 2.045 2.150 1.940 307 28 48 90 20 39 21.00 -0.711 20.082 -6.139 6 958.893 4951.973 28.810

7 1.925 2.050 1.800 354 23 42 90 18 17 25.00 -0.598 10.993 -22.453 7 949.804 4935.659 28.924

8 1.740 1.830 1.650 0 15 30 90 17 33 18.00 -0.372 6.222 -16.890 8 945.033 4941.222 29.150

9 2.875 2.950 2.800 2 22 26 90 19 20 15.00 -1.499 4.662 -14.257 9 943.473 4943.855 28.022

10 1.820 1.890 1.750 8 30 27 90 18 40 14.00 -0.436 2.905 -13.695 10 941.716 4944.417 29.086

11 0.650 0.750 0.550 55 7 47 86 7 47 19.91 2.157 -11.319 -16.378 11 927.492 4941.733 31.679

12 0.215 0.300 0.130 71 19 10 86 6 27 16.92 2.396 -13.120 -10.686 12 925.691 4947.425 31.918

13 1.880 2.000 1.760 81 58 0 78 56 45 23.12 4.096 -20.313 -11.036 13 918.498 4947.075 33.618

14 0.780 0.900 0.660 90 3 28 78 41 33 23.08 5.294 -21.627 -8.053 14 917.185 4950.058 34.816

15 0.745 0.830 0.660 116 27 24 77 14 27 16.17 4.377 -16.083 1.683 15 922.728 4959.795 33.898

16 1.110 1.200 1.020 174 2 8 83 7 18 17.74 2.490 -7.901 15.885 16 930.910 4973.997 32.012

17 0.970 1.050 0.890 191 35 29 91 18 57 15.99 0.123 -2.471 15.799 17 936.340 4973.911 29.644

Distance (m)

Different Elevation

(m)

Page 22: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation

(m)

18 1.740 1.810 1.670 212 40 36 92 26 21 13.97 -0.875 2.952 13.659 18 941.763 4971.771 28.646

19 0.860 0.910 0.810 115 47 57 80 30 50 9.73 2.226 -9.687 0.902 19 929.125 4959.013 31.747

20 1.375 1.41 1.34 130 40 54 84 49 24 6.94 0.714 -6.516 2.397 20 932.295 4960.509 30.236

S2 955.379 4908.785 30.238

Page 23: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation

(m)

S2 955.379 4908.785 30.238

S2 S1 1.800 2.035 1.565 2 10 2 98 43 49 45.92 -7.331 S1 938.811 4958.111 29.522

TAP3 1.825 2.035 1.615 179 41 8 73 41 8 38.69 11.018

1.520

1 1.470 1.575 1.365 11 14 20 102 36 30 20.00 -4.423 7.702 18.457 1 963.082 4927.242 25.815

2 2.725 2.875 2.575 19 21 50 100 36 30 28.98 -6.633 14.830 24.902 2 970.210 4933.687 23.605

3 2.265 2.415 2.115 22 43 46 102 59 36 28.48 -7.317 15.986 23.574 3 971.365 4932.360 22.921

4 2.510 2.660 2.360 25 53 52 103 2 16 28.47 -7.583 17.258 22.647 4 972.638 4931.432 22.655

5 2.735 2.885 2.585 28 25 34 104 12 16 28.19 -8.351 18.062 21.649 5 973.441 4930.434 21.887

6 1.320 1.485 1.155 29 4 16 104 34 9 30.91 -7.834 20.069 23.511 6 975.448 4932.297 22.404

7 2.685 2.875 2.495 38 1 20 100 4 28 36.84 -7.710 27.984 23.956 7 983.363 4932.741 22.528

8 2.740 2.915 2.565 44 53 46 100 19 42 33.87 -7.393 28.185 18.791 8 983.565 4927.576 22.845

9 2.775 2.935 2.615 45 21 42 102 27 22 30.51 -7.995 25.523 16.718 9 980.903 4925.504 22.243

10 1.530 1.670 1.390 46 48 39 107 3 53 25.59 -7.865 21.753 13.475 10 977.133 4922.261 22.373

11 1.300 1.450 1.150 47 19 57 107 23 28 27.32 -8.337 23.355 14.175 11 978.734 4922.960 21.901

12 0.500 0.610 0.390 64 16 46 107 20 53 20.04 -5.241 19.422 4.954 12 974.802 4913.739 24.996

13 0.425 0.525 0.325 89 12 3 104 41 49 18.71 -3.813 18.393 -3.446 13 973.772 4905.339 26.425

14 0.595 0.680 0.510 97 38 45 99 42 53 16.52 -1.902 15.611 -5.393 14 970.990 4903.392 28.335

15 0.745 0.785 0.705 110 15 26 96 16 33 7.90 -0.094 6.727 -4.150 15 962.107 4904.635 30.144

16 2.545 2.630 2.460 117 56 12 83 17 32 16.77 0.947 12.967 -10.632 16 968.346 4898.154 31.185

17 1.880 1.980 1.780 141 12 38 80 38 39 19.47 2.848 8.954 -17.291 17 964.333 4891.495 33.086

Page 24: ILMU UKUR TANAH METODE TACHYMETRI

PROGRAM STUDI DIPLOMA III TEKNIK SIPIL TECHIMETRI COMPUTATIONPROGRAM DIPLOMA LOCATION : faculty of engineering areasFAKULTAS TEKNIK UNIVERSITAS DIPONEGORO SURVEYOR 1. Achmad Danang SetiadiJl. Prof. Sudharto, SH Tembalang, Semarang Telp. (024) 7471379 2. Wisnu Dewangga Z.F.

3. Studyamadya Komunika L.4. Andri Mujahidin

INSTRUMENT : NIKON NT - 4DPAGE :

Point No. Staff Reading (m) Horisontal Reading Vertical ReadingD.SIN Ψ D.COS Ψ

CoordinateSKETS

Inst. Target Middle Top Bottom Deg Min Sec Deg Min Sec Point X Y Elevation

1 2 3 4 5 7 8 9 10 11 12

Distance (m)

Different Elevation

(m)

18 0.420 0.530 0.310 154 31 33 80 39 25 21.42 4.624 5.204 -20.778 18 960.584 4888.007 34.862

19 0.870 1.000 0.740 164 35 9 75 7 39 24.29 7.100 1.695 -24.228 19 957.074 4884.557 37.338

20 1.700 1.835 1.565 188 59 24 72 26 22 24.54 7.587 -8.556 -23.003 20 946.824 4885.783 37.825

21 2.155 2.245 2.065 227 32 4 75 56 48 16.94 3.605 -14.511 -8.738 21 940.868 4900.048 33.843

22 2.615 2.705 2.525 247 47 6 79 9 52 17.36 2.229 -17.056 -3.254 22 938.323 4905.531 32.466

23 2.495 2.565 2.425 283 54 54 86 52 58 13.96 -0.215 -12.617 5.971 23 942.762 4914.757 30.023

24 2.495 2.575 2.415 335 59 58 94 48 0 15.89 -2.309 -3.463 15.506 24 951.917 4924.291 27.929

25 2.555 2.640 2.470 359 19 54 98 25 42 16.63 -3.500 3.101 16.343 25 958.480 4925.128 26.738

26 2.705 2.755 2.655 22 45 6 98 24 28 9.79 -2.631 5.496 8.097 26 960.875 4916.883 27.606

27 1.725 1.800 1.650 73 52 36 98 26 9 14.68 -2.382 14.628 1.205 27 970.007 4909.991 27.856

Page 25: ILMU UKUR TANAH METODE TACHYMETRI

P E N Z D1 1000.000 5000.000 30.000 P02 990.069 5020.570 29.131 P0.13 992.953 5016.555 29.179 P0.24 984.233 5031.175 28.968 P0.35 988.787 5031.027 28.949 P0.46 996.881 5039.858 28.668 P0.57 1000.423 5040.977 28.573 P0.68 1002.982 5038.866 28.700 P0.79 1004.589 5035.689 28.965 P0.8

10 1008.461 5037.028 29.004 P0.911 1009.746 5034.638 28.987 P0.1012 1011.068 5032.131 29.015 P0.1113 1009.916 5024.022 29.149 P0.1214 1015.656 5018.175 29.990 P0.1315 1013.329 5014.899 30.062 P0.1416 1012.771 5012.673 30.021 P0.1517 1008.486 5011.122 29.437 P0.1618 1007.520 4983.654 29.749 P0.1719 1005.453 4980.766 29.746 P0.1820 1002.918 4980.222 29.785 P0.1921 999.007 4981.033 30.151 P0.2022 996.059 4980.400 29.839 P0.2123 993.379 4981.136 29.753 P0.2224 994.354 4987.195 29.861 P0.2325 987.287 4979.655 29.470 P0.2426 986.497 4978.972 28.616 P0.2527 986.164 4979.191 29.465 P0.2628 986.226 4980.359 28.729 P0.2729 974.555 4977.738 26.559 P0.2830 978.620 4985.466 26.786 P0.2931 983.100 4999.914 27.559 P0.3032 987.076 4999.971 28.371 P0.3133 987.076 4999.940 29.404 P0.3234 987.023 4999.889 28.997 P0.3335 988.071 4999.989 29.447 P0.3436 1000.278 4941.554 29.935 P137 1004.671 4961.065 29.651 P1.138 1006.963 4961.461 29.575 P1.239 1009.915 4962.437 29.583 P1.340 1031.974 4883.096 30.120 P1.441 1008.213 4921.036 29.936 P1.542 1005.551 4920.202 30.049 P1.643 1002.582 4919.680 30.112 P1.744 999.102 4920.637 29.921 P1.845 996.767 4920.860 29.935 P1.946 989.364 4928.530 29.304 P1.1047 988.504 4927.952 28.349 P1.11

Page 26: ILMU UKUR TANAH METODE TACHYMETRI

P E N Z D48 988.215 4928.206 29.302 P1.1249 988.714 4929.144 28.030 P1.1350 984.960 4928.848 27.236 P1.1451 983.713 4938.542 27.211 P1.1552 985.211 4949.091 30.478 P1.1653 987.849 4960.868 28.832 P1.1754 988.018 4960.975 29.393 P1.1855 988.255 4961.124 28.447 P1.1956 989.101 4960.499 29.407 P1.2057 993.419 4960.335 29.645 P1.2158 995.471 4959.930 29.636 P1.2259 998.035 4960.416 29.766 P1.2360 1000.941 4959.538 29.859 P1.2461 995.840 4880.424 29.862 P262 983.466 4904.092 24.507 P2.163 985.415 4915.726 23.521 P2.264 987.268 4910.212 23.636 P2.365 988.369 4910.447 24.528 P2.466 995.524 4908.238 27.231 P2.567 997.845 4909.162 27.080 P2.668 999.401 4909.012 27.145 P2.769 1002.599 4909.451 27.199 P2.870 1005.805 4909.508 27.158 P2.971 1008.483 4909.532 27.122 P2.1072 1010.734 4910.676 27.047 P2.1173 1011.696 4855.209 33.503 P2.1274 1010.105 4854.200 33.196 P2.1375 1007.433 4854.287 33.869 P2.1476 1003.489 4854.926 33.703 P2.1577 1000.752 4855.263 33.826 P2.1678 999.045 4854.991 33.776 P2.1779 995.399 4855.460 31.173 P2.1880 991.308 4859.336 33.072 P2.1981 990.690 4858.472 32.238 P2.2082 991.453 4862.510 39.780 P2.2183 985.491 4861.122 34.882 P2.2284 972.270 4867.863 36.405 P2.2385 972.046 4879.571 32.835 P2.2486 983.888 4881.011 30.755 P2.2587 985.424 4883.811 28.928 P2.2688 990.263 4878.223 30.075 P2.2789 990.412 4877.875 29.084 P2.2890 990.480 4877.735 30.109 P2.2991 987.293 4885.247 28.232 P2.3092 987.348 4885.344 27.193 P2.3193 988.403 4885.188 28.270 P2.3294 942.062 4851.981 29.750 P3

Page 27: ILMU UKUR TANAH METODE TACHYMETRI

P E N Z D95 944.141 4861.710 28.151 P3.196 956.273 4864.439 28.008 P3.297 966.398 4857.676 29.880 P3.398 957.966 4840.651 33.489 P3.499 955.007 4830.942 36.092 P3.5

100 944.053 4808.049 36.132 P3.6101 940.632 4817.529 34.102 P3.7102 930.433 4824.401 30.932 P3.8103 925.719 4842.510 27.796 P3.9104 939.992 4857.499 27.636 P3.10105 933.602 4862.794 26.640 P3.11106 898.467 4879.739 29.794 P4107 895.101 4899.800 33.969 P4.1108 944.904 4876.841 35.975 P4.2109 955.721 4867.507 34.895 P4.3110 952.826 4859.904 32.871 P4.4111 951.893 4845.114 31.268 P4.5112 951.962 4830.354 32.530 P4.6113 944.808 4822.182 31.839 P4.7114 938.773 4825.182 28.616 P4.8115 933.560 4827.657 26.691 P4.9116 924.418 4833.868 24.620 P4.10117 919.895 4836.577 23.727 P4.11118 873.237 4874.947 25.911 P4.12119 925.311 4854.406 28.213 P4.13120 924.444 4865.032 31.494 P4.14121 933.471 4864.322 31.816 P4.15122 914.262 4923.094 29.912 P5123 899.950 4909.429 33.171 P5.1124 903.853 4919.242 33.795 P5.2125 907.951 4926.986 32.996 P5.3126 909.082 4937.147 31.278 P5.4127 913.579 4936.063 30.891 P5.5128 914.643 4927.075 30.115 P5.6129 922.147 4936.371 27.227 P5.7130 931.069 4932.881 23.308 P5.8131 931.917 4924.136 23.075 P5.9132 931.377 4914.133 22.985 P5.10133 923.725 4911.799 24.700 P5.11134 915.671 4909.436 27.469 P5.12135 908.580 4910.299 30.075 P5.13136 929.036 4967.267 29.982 P6137 915.592 4960.345 35.968 P6.1138 917.058 4963.842 35.006 P6.2139 915.852 4981.867 33.644 P6.3140 928.551 4979.224 28.036 P6.4141 936.966 4979.474 24.399 P6.5

Page 28: ILMU UKUR TANAH METODE TACHYMETRI

P E N Z D142 937.511 4971.415 25.395 P6.6143 937.807 4955.804 26.437 P6.7144 930.590 4952.354 30.282 P6.8145 921.695 4959.796 33.606 P6.9146 950.377 5005.993 30.063 P7147 926.304 4991.748 35.822 P7.1148 932.899 4997.651 33.216 P7.2149 944.328 5027.061 32.102 P7.3150 955.940 5025.198 30.386 P7.4151 980.575 5016.577 30.499 P7.5152 978.857 5010.623 27.657 P7.6153 973.618 5024.860 28.475 P7.7154 970.119 4978.398 27.813 P7.8155 955.704 4981.617 27.836 P7.9156 954.924 4972.547 25.890 P7.10157 950.440 4989.007 29.233 P7.11158 959.031 4990.214 31.175 P7.12159 960.467 5015.554 27.587 P7.13160 963.162 5014.539 26.261 P7.14161 963.850 5013.407 27.480 P7.15162 938.811 4958.111 29.522 S1163 946.854 4974.076 27.336 S1.1164 947.513 4973.797 27.443 S1.2165 948.516 4971.997 28.344 S1.3166 958.891 4972.992 28.466 S1.4167 960.001 4964.003 28.595 S1.5168 958.893 4951.973 28.810 S1.6169 949.804 4935.659 28.924 S1.7170 945.033 4941.222 29.150 S1.8171 943.473 4943.855 28.022 S1.9172 941.716 4944.417 29.086 S1.10173 927.492 4941.733 31.679 S1.11174 925.691 4947.425 31.918 S1.12175 918.498 4947.075 33.618 S1.13176 917.185 4950.058 34.816 S1.14177 922.728 4959.795 33.898 S1.15178 930.910 4973.997 32.012 S1.16179 936.340 4973.911 29.644 S1.17180 941.763 4971.771 28.646 S1.18181 929.125 4959.013 31.747 S1.19182 932.295 4960.509 30.236 S1.20183 955.379 4908.785 30.238 S2184 963.082 4927.242 25.815 S2.1185 970.210 4933.687 23.605 S2.2186 971.365 4932.360 22.921 S2.3187 972.638 4931.432 22.655 S2.4188 973.441 4930.434 21.887 S2.5

Page 29: ILMU UKUR TANAH METODE TACHYMETRI

P E N Z D189 975.448 4932.297 22.404 S2.6190 983.363 4932.741 22.528 S2.7191 983.565 4927.576 22.845 S2.8192 980.903 4925.504 22.243 S2.9193 977.133 4922.261 22.373 S2.10194 978.734 4922.960 21.901 S2.11195 974.802 4913.739 24.996 S2.12196 973.772 4905.339 26.425 S2.13197 970.990 4903.392 28.335 S2.14198 962.107 4904.635 30.144 S2.15199 968.346 4898.154 31.185 S2.16200 964.333 4891.495 33.086 S2.17201 960.584 4888.007 34.862 S2.18202 957.074 4884.557 37.338 S2.19203 946.824 4885.783 37.825 S2.20204 940.868 4900.048 33.843 S2.21205 938.323 4905.531 32.466 S2.22206 942.762 4914.757 30.023 S2.23207 951.917 4924.291 27.929 S2.24208 958.480 4925.128 26.738 S2.25209 960.875 4916.883 27.606 S2.26210 970.007 4909.991 27.856 S2.27