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Page 1: 8.Stoking Out Waterpass Ssstt

LABORATORIUM ILMU UKUR TANAHJURUSAN SIPILFAKULTAS TEKNIKUNIVERSITAS HASANUDDIN

PENGUKURAN POLYGON DENGAN WATERPASS

FOR UKUR : CROSS SECTION TANGGAL : 01 MARET 2007 HALAMAN : 1

DIUKUR OLEH : KELOMPOK IX CUACA : CERAH LOKASI : LAPANGAN POMD

ALAT / NO :

NO. TITIK TINGGI PEMBACAAN MISTAR JARAK BEDA JARAK TINGGI

ket

ST

AS

ION

P

AT

OK

A

RA

H

PE

SA

WA

T

(m

m)

BELAKANG MUKA DETAILTINGGI OPTIS TITIK

TENGAHATAS

TENGAHATAS

BAWAH BAWAH (m) (m) (m) (mm)

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

P0 P1 1360 21602310

30 -0.8 30 002010

a 14851510

5 -0.125 5 901460

b 16001650

10 -0.24 10 901550

c 16751750

15 -0.315 15 901600

1 13851410

5 -0.025 5 2701360

2 13801430

10 -0.02 10 2701330

3 12551330

15 0.105 15 2701180

D1 P0 880955

15 0.48 15 00805

P1 17101785

15 -0.35 15 1801635

SKETSA DIPERIKSA

A. KURNIAWAN

Page 2: 8.Stoking Out Waterpass Ssstt

LABORATORIUM ILMU UKUR TANAHJURUSAN SIPILFAKULTAS TEKNIKUNIVERSITAS HASANUDDIN

PENGUKURAN POLYGON DENGAN WATERPASS

FOR UKUR : CROSS SECTION TANGGAL : 01 MARET 2007 HALAMAN : 2

DIUKUR OLEH : KELOMPOK IX CUACA : CERAH LOKASI : LAPANGAN POMD

ALAT / NO :

NO. TITIK TINGGI PEMBACAAN MISTAR JARAK BEDA JARAK TINGGI

KETERANGAN

ST

AS

ION

P

AT

OK

A

RA

H

PE

SA

WA

T

(m

m)

BELAKANG MUKA DETAILTINGGI OPTIS TITIK

TENGAHATAS

TENGAHATAS

BAWAH BAWAH (m) (m) (m) (mm)

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

P1 P0 1400 14101560

30 -0.01 30 001260

P2 21202270

30 -0.72 30 1751970

a 13751400

5 0.025 5 87.51350

b 14201470

10 -0.02 10 87.51370

c 14151490

15 -0.015 15 87.51340

1 13551380

5 0.045 5 267.51330

2 14301480

10 -0.03 10 267.51380

3 12751350

15 0.125 15 267.51200

D2 P1 10451120

15 0.355 15 0970

P2 17851860

15 -0.385 15 1801710

SKETSA DIPERIKSA

A. KURNIAWAN

Page 3: 8.Stoking Out Waterpass Ssstt

LABORATORIUM ILMU UKUR TANAHJURUSAN SIPILFAKULTAS TEKNIKUNIVERSITAS HASANUDDIN

PENGUKURAN POLYGON DENGAN WATERPASS

FOR UKUR : CROSS SECTION TANGGAL : 01 MARET 2007 HALAMAN : 3

DIUKUR OLEH : KELOMPOK IX CUACA : CERAH LOKASI : LAPANGAN POMD

ALAT / NO :

NO. TITIK TINGGI PEMBACAAN MISTAR JARAK BEDA JARAK TINGGI

KETERANGAN

ST

AS

ION

P

AT

OK

A

RA

H

PE

SA

WA

T

(m

m)

BELAKANG MUKA DETAILTINGGI OPTIS TITIK

TENGAHATAS

TENGAHATAS

BAWAH BAWAH (m) (m) (m) (mm)

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

P2 P1 1400 650800

30 0.75 30 00500

P3 13201470

30 0.08 30 631170

a 13851410

5 0.015 5 31.51360

b 13401390

10 0.06 10 31.51290

c 12151290

15 0.185 15 31.51140

1 15701595

5 -0.17 5 211.51545

2 16601710

10 -0.26 10 211.51610

3 18151890

15 -0.415 15 211.51740

D3 P2 12951370

15 0.105 15 001220

P3 12351310

15 0.165 15 1801160

SKETSA

DIPERIKSA

A. KURNIAWAN

Page 4: 8.Stoking Out Waterpass Ssstt

LABORATORIUM ILMU UKUR TANAHJURUSAN SIPILFAKULTAS TEKNIKUNIVERSITAS HASANUDDIN

PENGUKURAN POLYGON DENGAN WATERPASS

FOR UKUR : CROSS SECTION TANGGAL : 01 MARET 2007 HALAMAN : 4

DIUKUR OLEH : KELOMPOK IX CUACA : CERAH LOKASI : LAPANGAN POMD

ALAT / NO :

NO. TITIK TINGGI PEMBACAAN MISTAR JARAK BEDA JARAK TINGGI

KETERANGAN

ST

AS

ION

P

AT

OK

A

RA

H

PE

SA

WA

T

(m

m)

BELAKANG MUKA DETAILTINGGI OPTIS TITIK

TENGAHATAS

TENGAHATAS

BAWAH BAWAH (m) (m) (m) (mm)

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

P3 P2 1370 14201570

30 -0.05 30 001270

P4 9501100

30 0.42 30 145800

a 12551280

5 0.115 5 72.51230

b 11001150

10 0.27 10 72.51050

c 9351010

15 0.435 15 72.5860

1 14551480

5 -0.085 5 252.51430

2 15401590

10 -0.17 10 252.51490

3 17451820

15 -0.375 15 252.51670

D4 P3 17751850

15 -0.405 15 001700

P4 13651440

15 0.005 15 1801290

SKETSA

DIPERIKSA

A. KURNIAWAN

Page 5: 8.Stoking Out Waterpass Ssstt

LABORATORIUM ILMU UKUR TANAHJURUSAN SIPILFAKULTAS TEKNIKUNIVERSITAS HASANUDDIN

PENGUKURAN POLYGON DENGAN WATERPASS

FOR UKUR : CROSS SECTION TANGGAL : 01 MARET 2007 HALAMAN : 5

DIUKUR OLEH : KELOMPOK IX CUACA : CERAH LOKASI : LAPANGAN POMD

ALAT / NO :

NO. TITIK TINGGI PEMBACAAN MISTAR JARAK BEDA JARAK TINGGI

KETERANGAN

ST

AS

ION

P

AT

OK

A

RA

H

PE

SA

WA

T

(m

m)

BELAKANG MUKA DETAILTINGGI OPTIS TITIK

TENGAHATAS

TENGAHATAS

BAWAH BAWAH (m) (m) (m) (mm)

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

P4 P3 1460 18201970

30 -0.36 30 001670

P5 810960

30 0.65 30 158660

a 12651290

5 0.195 5 791240

b 11501200

10 0.31 10 791100

c 10651140

15 0.395 15 79990

1 14751500

5 -0.015 5 2591450

2 16401690

10 -0.18 10 2591590

3 17451820

15 -0.285 15 2591670

D5 P4 18251900

15 -0.365 15 001750

P5 12251300

15 0.235 15 1801150

SKETSA

DIPERIKSA

A. KURNIAWAN

Page 6: 8.Stoking Out Waterpass Ssstt

LABORATORIUM ILMU UKUR TANAHJURUSAN SIPILFAKULTAS TEKNIKUNIVERSITAS HASANUDDIN

PENGUKURAN POLYGON DENGAN WATERPASS

FOR UKUR : CROSS SECTION TANGGAL : 01 MARET 2007 HALAMAN : 6

DIUKUR OLEH : KELOMPOK IX CUACA : CERAH LOKASI : LAPANGAN POMD

ALAT / NO :

NO. TITIK TINGGI PEMBACAAN MISTAR JARAK BEDA JARAK TINGGI

KETERANGAN

ST

AS

ION

P

AT

OK

A

RA

H

PE

SA

WA

T

(m

m)

BELAKANG MUKA DETAILTINGGI OPTIS TITIK

TENGAHATAS

TENGAHATAS

BAWAH BAWAH (m) (m) (m) (mm)

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

P5 P4 1450 20102160

30 -0.56 30 001860

P6 14301580

30 0.02 30 2011280

a 13501375

5 0.1 5 100.51325

b 13051355

10 0.145 10 100.51255

c 12401315

15 0.21 15 100.51165

1 15351560

5 -0.085 5 2701510

2 16501700

10 -0.2 10 280.51600

3 18351910

15 -0.385 15 280.51760

D6 P5 13801455

15 0.07 15 001305

P6 13851460

15 0.065 15 1801310

SKETSA

DIPERIKSA

A. KURNIAWAN

Page 7: 8.Stoking Out Waterpass Ssstt

LABORATORIUM ILMU UKUR TANAHJURUSAN SIPILFAKULTAS TEKNIKUNIVERSITAS HASANUDDIN

PENGUKURAN POLYGON DENGAN WATERPASS

FOR UKUR : CROSS SECTION TANGGAL : 01 MARET 2007 HALAMAN : 7

DIUKUR OLEH : KELOMPOK IX CUACA : CERAH LOKASI : LAPANGAN POMD

ALAT / NO :

NO. TITIK TINGGI PEMBACAAN MISTAR JARAK BEDA JARAK TINGGI

KETERANGAN

ST

AS

ION

P

AT

OK

A

RA

H

PE

SA

WA

T

(m

m)

BELAKANG MUKA DETAILTINGGI OPTIS TITIK

TENGAHATAS

TENGAHATAS

BAWAH BAWAH (m) (m) (m) (mm)

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

P6 P5 1480 14001550

30 0.08 30 001250

a 14751500

5 0.005 5 901450

b 17201770

10 -0.24 10 901670

c 20152090

15 -0.535 15 901940

1 13051330

5 0.175 5 2701280

2 11601210

10 0.32 10 2701110

3 10351110

15 0.445 15 270960

D6 P6 13951470

15 0.085 15 001320

P5 795870

15 0.685 15 180720

SKETSA

DIPERIKSA

A. KURNIAWAN

Page 8: 8.Stoking Out Waterpass Ssstt

LABORATORIUM ILMU UKUR TANAHJURUSAN SIPILFAKULTAS TEKNIKUNIVERSITAS HASANUDDIN

PENGUKURAN POLYGON DENGAN WATERPASS

FOR UKUR : CROSS SECTION TANGGAL : 26 SEPTEMBER 2005 HALAMAN : 1

DIUKUR OLEH : CUACA : CERAH LOKASI : LAPANGAN BOLA

ALAT / NO :

NO. TITIK TINGGI PEMBACAAN MISTAR JARAK BEDA JARAK TINGGI

KETERANGAN

ST

AS

ION

P

AT

OK

A

RA

H

PE

SA

WA

T

(m

m)

BELAKANG MUKA DETAILTINGGI OPTIS TITIK

TENGAHATAS

TENGAHATAS

BAWAH BAWAH (m) (m) (m) (mm)

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

D1 P1 17101785

15 -1.71 15 001635

P0 880955

15 -0.88 15 180805

D2 P2 17851860

15 -1.785 15 001710

P1 10451120

15 -1.045 15 180970

D3 P3 12351310

15 -1.235 15 001160

P2 12951370

15 -1.295 15 1801220

D4 P4 13551430

15 -1.355 15 001280

P3 17751850

15 -1.775 15 1801700

D5 P5 12251300

15 -1.225 15 001150

P4 18251900

15 -1.825 15 1801750

D6 P6 13851460

15 0.095 15 001310

P5 13801455

15 0.1 15 1801305

SKETSA

DIPERIKSA

Page 9: 8.Stoking Out Waterpass Ssstt

A. KURNIAWAN

Page 10: 8.Stoking Out Waterpass Ssstt

PENGOLAHAN DATA WATERPASS

8.1.PERHITUNGAN UNTUK PROFIL MEMANJANG8.1.1 Perhitungan Jarak Optis Patok Utama

D = (Ba - Bb) x 100

Dimana: D = Jarak Optis (m)Ba= Benang Atas (m)Bb= Benang Bawah (m)

8.1.1.1. Perhitungan Jarak Optis Pergi (D pergi)D1 = P0 - P1 = ( 2310 - 2010 ) x 100 = 30000 mm = 30 mD2 = P1 - P2 = ( 2270 - 1970 ) x 100 = 30000 mm = 30 mD3 = P2 - P3 = ( 1470 - 1170 ) x 100 = 30000 mm = 30 mD4 = P3 - P4 = ( 1100 - 800 ) x 100 = 30000 mm = 30 mD5 = P4 - P5 = ( 960 - 660 ) x 100 = 30000 mm = 30 mD6 = P5 - P6 = ( 1580 - 1280 ) x 100 = 30000 mm = 30 m

= 180 m1.1.1.2. Perhitungan Jarak Optis Pulang (D pulang)D1 = P1 - P0 = (( 1300 - 1150 ) + ( 1900 - 1750 )) x 100 = 30 mD2 = P2 - P1 = (( 1430 - 1280 ) + ( 1850 - 1700 )) x 100 = 30 mD3 = P3 - P2 = (( 1310 - 1160 ) + ( 1370 - 1220 )) x 100 = 30 mD4 = P4 - P3 = (( 1860 - 1710 ) + ( 1120 - 970 )) x 100 = 30 mD5 = P5 - P4 = (( 1785 - 1635 ) + ( 955 - 805 )) x 100 = 30 mD6 = P6 - P5 = (( 1460 - 1310 ) + ( 1455 - 1305 )) x 100 = 30 m

= 180 m

8.1.2. Perhitungan Jarak Optis Rata-Rata Patok Utama

D rata-rata= 1/2 . (Dpergi + Dpulang)

D1 = 1/2 ( 30000 + 30000 ) = 30000 = 30 mD2 = 1/2 ( 30000 + 30000 ) = 30000 = 30 mD3 = 1/2 ( 30000 + 30000 ) = 30000 = 30 mD4 = 1/2 ( 30000 + 30000 ) = 30000 = 30 mD5 = 1/2 ( 30000 + 30000 ) = 30000 = 30 mD6 = 1/2 ( 30000 + 30000 ) = 30000 = 30 m

= 180 m8.1.3. Perhitungan Beda Tinggi Patok Utama8.1.3.1. Perhitungan Beda Tinggi Pergi (ΔH Pergi)

Btb -Btm

Dimana: Beda tinggi (m)Btm = Benang tengah mukaBtb = Benag tengah belakang

P 0 - P 1 è ΔH = 880 - 1710 = -830 mm = -0.830 m

P 1 - P 2 è ΔH = 1045 - 1785 = -740 mm = -0.740 m

P 2 - P 3 è ΔH = 1295 - 1235 = 60 mm = 0.060 m

P 3 - P 4 è ΔH = 1775 - 1365 = 410 mm = 0.410 m

P 4 - P 5 è ΔH = 1825 - 1225 = 600 mm = 0.600 m

P 5 - P 6 è ΔH = 1380 - 1385 = -5 mm = -0.005 m= -505 mm = -0.505 m

ΣD

ΣD

ΣD

ΔH pergi =

ΔH pergi =

ΔH

Page 11: 8.Stoking Out Waterpass Ssstt

8.1.3.2. Perhitungan Beda Tinggi Pulang (ΔH Pulang)

Btb - Btm

Dimana: Beda tinggi (m)Btm = Benang Tengah Muka (m)Btb = Benang Tengah Belakang(m)

P0 - P1 ΔH = 1710 - 880 = 830 mm= 0.830 mP1 - P2 ΔH = 1785 - 1045 = 740 mm= 0.740 mP2 - P3 ΔH = 1235 - 1295 = -60 mm= -0.060 mP3 - P4 ΔH = 1355 - 1775 = -420 mm= -0.420 mP4 - P5 ΔH = 1225 - 1825 = -600 mm= -0.600 mP5 - P6 ΔH = 1385 - 1380 = 5 mm= 0.005 m

= 495 mm= 0.495 m

8.1.4. Perhitungan Beda Tinggi Rata-Rata Patok Utama

1/2 x ( -830 - 830 ) = -830 mm = -0.830 m1/2 x ( -740 - 740 ) = -740 mm = -0.740 m1/2 x ( 60 - -60 ) = 60 mm = 0.060 m1/2 x ( 410 - -420 ) = 415 mm = 0.415 m1/2 x ( 600 - -600 ) = 600 mm = 0.600 m1/2 x ( -5 - 5 ) = -5 mm = -0.005 m

= -500 mm = -0.5000 m

8.1.5. Perhitungan Koreksi8.1.5.1. Kesalahan (K)

K = ΣΔH pergi + ΣΔHpulang

K = -505 + 495 = -10 mm = -0.01 m

8.1.5.2. Toleransi Kesalahan (T)

Jarak Optis Rata-Rata Dalam (Km)180 m = 0.18 Km

T = 10 0.18 = 4.24 mm

8.1.5.3. Koreksi Beda Tinggi (K)

Kr =-K Kr = Koreksi (m)n-1 K = Kesalahan (m)

n = Jumlah patok = 7

K =0.01

= 0.00167 m6

ΔH pulang =

ΔH pulang =

ΔH

ΔH rata-rata = 1/2 . (ΔHpergi - ΔHpulang)

ΔH1 =ΔH2 =ΔH3 =ΔH4 =ΔH5 =ΔH6 =

ΔH

Tr = 10 ÖSD

SD =SD =

Page 12: 8.Stoking Out Waterpass Ssstt

1. 8.1.6. Perhitungan Tinggi Titik Patok Utama

Dimana: = Tinggi titik patok utama ke-n (m)

= Tinggi titik rata-rata patok sebelum ke-n (m)

= Koreksi perpatok

Peil P0 = 11.1 m

P0: H0 = 11.10 + 0.000 - 0.0000 = 11.100 mP1: H1 = 11.10 + -0.830 - 0.0017 = 10.272 mP2: H2 = 10.27 + -0.740 - 0.0017 = 9.533 mP3: H3 = 9.53 + 0.060 - 0.0017 = 9.595 mP4:H4 = 9.60 + 0.415 - 0.0017 = 10.012 mP5: H5 = 10.01 + 0.600 - 0.0017 = 10.613 mP6: H6 = 10.61 + -0.005 - 0.0017 = 10.610 m

1. 8.1.7. Perhitungan Persentase Kemiringan Patok Utama

Rumus:Q= x 100 %

D

Dimana: Q = Prosentase kemiringan (%)

= Tinggi patok ke-n (m)

= Tinggi patok sebelum ke-n (m)D = Jarak optis rata = 30

P1 : Q= 10.272 - 11.100 x 100 % = -2.761 %30

P2 : Q= 9.533 - 10.272 x 100 % = -2.461 %30

P3 : Q= 9.595 - 9.533 x 100 % = 0.206 %30

P4 : Q= 10.012 - 9.595 x 100 % = 1.389 %30

P5 : Q= 10.613 - 10.012 x 100 % = 2.006 %30

P6 : Q= 10.610 - 10.613 x 100 % = -0.011 %30

H n-1 = Hn ± H (n-1)-n - Kr

Hn

Hn-1

Kr

Hn - Hn-1

Hn

Hn-1

F120
ANDIN: ganti sndri
G142
SERVIN: P1
J142
SERVIN: Po
G145
SERVIN: P1
J145
SERVIN: Po
Page 13: 8.Stoking Out Waterpass Ssstt

1. 8.2. Perhitungan Profil Melintang1. 8.2.1. Perhitungan Jarak Optis Detail

Untuk Patok P0a = ( 1510 - 1460 ) x 100 = 5000 mm = 5 mb = ( 1650 - 1550 ) x 100 = 10000 mm = 10 mc = ( 1750 - 1600 ) x 100 = 15000 mm = 15 m1 = ( 1410 - 1360 ) x 100 = 5000 mm = 5 m2 = ( 1430 - 1330 ) x 100 = 10000 mm = 10 m3 = ( 1330 - 1180 ) x 100 = 15000 mm = 15 m

Untuk Patok P1a = ( 1400 - 1350 ) x 100 = 5000 mm = 5 mb = ( 1470 - 1370 ) x 100 = 10000 mm = 10 mc = ( 1490 - 1340 ) x 100 = 15000 mm = 15 m1 = ( 1380 - 1330 ) x 100 = 5000 mm = 5 m2 = ( 1480 - 1380 ) x 100 = 10000 mm = 10 m3 = ( 1350 - 1200 ) x 100 = 15000 mm = 15 m

Untuk Patok P2a = ( 1410 - 1360 ) x 100 = 5000 mm = 5 mb = ( 1390 - 1290 ) x 100 = 10000 mm = 10 mc = ( 1290 - 1140 ) x 100 = 15000 mm = 15 m1 = ( 1595 - 1545 ) x 100 = 5000 mm = 5 m2 = ( 1710 - 1610 ) x 100 = 10000 mm = 10 m3 = ( 1890 - 1740 ) x 100 = 15000 mm = 15 m

Untuk Patok P3a = ( 1280 - 1230 ) x 100 = 5000 mm = 5 mb = ( 1150 - 1050 ) x 100 = 10000 mm = 10 mc = ( 1010 - 860 ) x 100 = 15000 mm = 15 m1 = ( 1480 - 1430 ) x 100 = 5000 mm = 5 m2 = ( 1590 - 1490 ) x 100 = 10000 mm = 10 m3 = ( 1820 - 1670 ) x 100 = 15000 mm = 15 m

Untuk Patok P4a = ( 1290 - 1240 ) x 100 = 5000 mm = 5 mb = ( 1200 - 1100 ) x 100 = 10000 mm = 10 mc = ( 1140 - 990 ) x 100 = 15000 mm = 15 m1 = ( 1500 - 1450 ) x 100 = 5000 mm = 5 m2 = ( 1690 - 1590 ) x 100 = 10000 mm = 10 m3 = ( 1820 - 1670 ) x 100 = 15000 mm = 15 m

Untuk Patok P5a = ( 1375 - 1325 ) x 100 = 5000 mm = 5 mb = ( 1355 - 1255 ) x 100 = 10000 mm = 10 mc = ( 1315 - 1165 ) x 100 = 15000 mm = 15 m1 = ( 1560 - 1510 ) x 100 = 5000 mm = 5 m2 = ( 1700 - 1600 ) x 100 = 10000 mm = 10 m3 = ( 1910 - 1760 ) x 100 = 15000 mm = 15 m

Page 14: 8.Stoking Out Waterpass Ssstt

Untuk Patok P6a = ( 1500 - 1450 ) x 100 = 5000 mm = 5 mb = ( 1770 - 1670 ) x 100 = 10000 mm = 10 mc = ( 2090 - 1940 ) x 100 = 15000 mm = 15 m1 = ( 1330 - 1280 ) x 100 = 5000 mm = 5 m2 = ( 1210 - 1110 ) x 100 = 10000 mm = 10 m3 = ( 1110 - 960 ) x 100 = 15000 mm = 15 m

1. 8.2.2. Perhitungan Beda Tinggi Detail

ΔHd = Tp - Btd

ΔHd = Beda tinggi terhadap detailTp = Tinggi pesawatBtd = Benang tengah detail

Detail

P0

a = 1360 - 1485 = -125 mm = -0.125 mb = 1360 - 1600 = -240 mm = -0.240 mc = 1360 - 1675 = -315 mm = -0.315 m1 = 1360 - 1385 = -25 mm = -0.025 m2 = 1360 - 1380 = -20 mm = -0.020 m3 = 1360 - 1255 = 105 mm = 0.105 m

Detail

P1

a = 1400 - 1375 = 25 mm = 0.025 mb = 1400 - 1420 = -20 mm = -0.020 mc = 1400 - 1415 = -15 mm = -0.015 m1 = 1400 - 1355 = 45 mm = 0.045 m2 = 1400 - 1430 = -30 mm = -0.030 m3 = 1400 - 1275 = 125 mm = 0.125 m

Detail

P2

a = 1400 - 1385 = 15 mm = 0.015 mb = 1400 - 1340 = 60 mm = 0.060 mc = 1400 - 1215 = 185 mm = 0.185 m1 = 1400 - 1570 = -170 mm = -0.170 m2 = 1400 - 1660 = -260 mm = -0.260 m3 = 1400 - 1815 = -415 mm = -0.415 m

Detail

P3

a = 1370 - 1255 = 115 mm = 0.115 mb = 1370 - 1100 = 270 mm = 0.270 mc = 1370 - 935 = 435 mm = 0.435 m1 = 1370 - 1455 = -85 mm = -0.085 m2 = 1370 - 1540 = -170 mm = -0.170 m3 = 1370 - 1745 = -375 mm = -0.375 m

Detail

P4

a = 1460 - 1265 = 195 mm = 0.195 mb = 1460 - 1150 = 310 mm = 0.310 mc = 1460 - 1065 = 395 mm = 0.395 m1 = 1460 - 1475 = -15 mm = -0.015 m2 = 1460 - 1640 = -180 mm = -0.180 m3 = 1460 - 1745 = -285 mm = -0.285 m

Page 15: 8.Stoking Out Waterpass Ssstt

Detail

P5

a = 1450 - 1350 = 100 mm = 0.100 mb = 1450 - 1305 = 145 mm = 0.145 mc = 1450 - 1240 = 210 mm = 0.210 m1 = 1450 - 1535 = -85 mm = -0.085 m2 = 1450 - 1650 = -200 mm = -0.200 m3 = 1450 - 1835 = -385 mm = -0.385 m

Detail

P6

a = 1480 - 1475 = 5 mm = 0.005 mb = 1480 - 1720 = -240 mm = -0.240 mc = 1480 - 2015 = -535 mm = -0.535 m1 = 1480 - 1305 = 175 mm = 0.175 m2 = 1480 - 1160 = 320 mm = 0.320 m3 = 1480 - 1035 = 445 mm = 0.445 m

1. 8.2.3. Perhitungan Tinggi Detail

Rumus: Hd = Hn + Hdt

Dimana: Hd = Tinggi titik detailHn = Tinggi titik patok utamaHdt = Beda tinggi detail

P0 = H0 = 11.100 m

P0- a = 11.100 + -0.125 = 10.975 mb = 11.100 + -0.240 = 10.860 mc = 11.100 + -0.315 = 10.785 m1 = 11.100 + -0.025 = 11.075 m2 = 11.100 + -0.020 = 11.080 m3 = 11.100 + 0.105 = 11.205 m

P1 = H1 = 10.272 m

P1- a = 10.272 + 0.025 = 10.297 mb = 10.272 + -0.020 = 10.252 mc = 10.272 + -0.015 = 10.257 m1 = 10.272 + 0.045 = 10.317 m2 = 10.272 + -0.030 = 10.242 m3 = 10.272 + 0.125 = 10.397 m

P2 = H2 = 9.533 m

P2- a = 9.533 + 0.015 = 9.548 mb = 9.533 + 0.060 = 9.593 mc = 9.533 + 0.185 = 9.718 m1 = 9.533 + -0.170 = 9.363 m2 = 9.533 + -0.260 = 9.273 m3 = 9.533 + -0.415 = 9.118 m

Page 16: 8.Stoking Out Waterpass Ssstt

P3 = H3 = 9.595 m

P3- a = 9.595 + 0.115 = 9.710 mb = 9.595 + 0.270 = 9.865 mc = 9.595 + 0.435 = 10.030 m1 = 9.595 + -0.085 = 9.510 m2 = 9.595 + -0.170 = 9.425 m3 = 9.595 + -0.375 = 9.220 m

P4 = H4 = 10.012 m

P4- a = 10.012 + 0.195 = 10.207 mb = 10.012 + 0.310 = 10.322 mc = 10.012 + 0.395 = 10.407 m1 = 10.012 + -0.015 = 9.997 m2 = 10.012 + -0.180 = 9.832 m3 = 10.012 + -0.285 = 9.727 m

P5 = H5 = 10.613 m

P5- a = 10.613 + 0.100 = 10.713 mb = 10.613 + 0.145 = 10.758 mc = 10.613 + 0.210 = 10.823 m1 = 10.613 + -0.085 = 10.528 m2 = 10.613 + -0.200 = 10.413 m3 = 10.613 + -0.385 = 10.228 m

P6 = H6 = 10.610 m

P6- a = 10.610 + 0.005 = 10.615 mb = 10.610 + -0.240 = 10.370 mc = 10.610 + -0.535 = 10.075 m1 = 10.610 + 0.175 = 10.785 m2 = 10.610 + 0.320 = 10.930 m3 = 10.610 + 0.445 = 11.055 m

1. 8.2.4. Perhitungan Kemiringan Profil Melintang

Rumus: x 100 %D

= Prosentase kemiringan detail m dan n

= Tinggi detail n

= Tinggi detail mD = Jarak ukur (m)

Km-n =( Hn - Hm )

Km-n

Hn

Hm

Page 17: 8.Stoking Out Waterpass Ssstt

P0 : K Po-a =10.98 - 11.10

x 100 % = -2.500 %5

K a-b =10.86 - 10.98

x 100 % = -2.300 %5

K b-c =10.79 - 10.86

x 100 % = -1.500 %5

K Po-1 =11.08 - 11.10

x 100 % = -0.250 %10

K 1-2 =11.08 - 11.08

x 100 % = 0.100 %5

K 1-3 =11.21 - 11.08

x 100 % = 2.500 %5

P1 : K P1-a =10.30 - 10.27

x 100 % = 0.500 %5

K a-b =10.25 - 10.30

x 100 % = -0.900 %5

K b-c =10.2567 - 10.25

x 100 % = 0.100 %5

K P1-1 =10.32 - 10.27

x 100 % = 0.900 %5

K 1-2 =10.24 - 10.32

x 100 % = -1.500 %5

K 1-3 =10.40 - 10.24

x 100 % = 3.100 %5

P2 : K P2-a =9.54833 - 9.53333

x 100 % = 0.300 %5

K a-b =9.59333 - 9.54833

x 100 % = 0.900 %5

K b-c =9.71833 - 9.59333

x 100 % = 2.500 %5

K P2-1 =9.36 - 9.53333

x 100 % = -3.400 %5

K 1-2 =9.27 - 9.36

x 100 % = -1.800 %5

K 1-3 =9.12 - 9.27

x 100 % = -3.100 %5

Page 18: 8.Stoking Out Waterpass Ssstt

P3 : K P3-a =9.71 - 9.595

x 100 % = 2.300 %5

K a-b =9.87 - 9.71

x 100 % = 3.100 %5

K b-c =10.03 - 9.87

x 100 % = 3.300 %5

K P3-1 =9.51 - 9.595

x 100 % = -1.700 %5

K 1-2 =9.43 - 9.51

x 100 % = -1.700 %5

K 1-3 =9.22 - 9.43

x 100 % = -4.100 %5

P4 : K P4-a =10.21 - 10.01

x 100 % = 3.900 %5

K a-b =10.32 - 10.21

x 100 % = 2.300 %5

K b-c =10.41 - 10.32

x 100 % = 1.700 %5

K P4-1 =10.00 - 10.01

x 100 % = -0.300 %5

K 1-2 =9.83 - 10.00

x 100 % = -3.300 %5

K 1-3 =9.73 - 9.83

x 100 % = -2.100 %5

Page 19: 8.Stoking Out Waterpass Ssstt

P5 : K P5-a =10.71 - 10.6133

x 100 % = 2.000 %5

K a-b =10.76 - 10.7133

x 100 % = 0.900 %5

K b-c =10.82 - 10.7583

x 100 % = 1.300 %5

K P5-1 =10.53 - 10.6133

x 100 % = -1.700 %5

K 1-2 =10.41 - 10.53

x 100 % = -2.300 %5

K 1-3 =10.23 - 10.41

x 100 % = -3.700 %5

P6 : K P6-a =10.62 - 10.61

x 100 % = 0.100 %5

K a-b =10.37 - 10.615

x 100 % = -4.900 %5

K b-c =10.08 - 10.37

x 100 % = -5.900 %5

K P6-1 =10.79 - 10.61

x 100 % = 3.500 %5

K 1-2 =10.93 - 10.79

x 100 % = 2.900 %5

K 1-3 =11.06 - 10.93

x 100 % = 2.500 %5

Page 20: 8.Stoking Out Waterpass Ssstt

3.10 Tabel rekap perhitungan poligon tertutup melintang

Nomor Stasiun

Stasiun Tinggi 15 meter Sebelah Kiri Tinggi Bahu Tinggi 15 meter Sebelah Kanan Kemirigan Klasifikasi Tinggi Titik Beda Tinggi kemirigan Jalan Tinggi Titik Beda Tinggi kemirigan Rata-rata Medan

(m) (m) (m) % (m) (m) (m) % %A P0 0+000 11.205000 0.10500 0.007 11.100000 10.785000 0.31 -0.315 -0.1540 datar

P1 0+030 10.396667 0.12500 0.008 10.27167 10.785000 -0.51 0.513 0.2608 datar

P2 0+060 9.118333 -0.41500 -0.028 9.53333 9.718333 -0.19 0.185 0.0787 datar

P3 0+090 9.220000 -0.37500 -0.025 9.59500 10.030000 -0.44 0.435 0.2050 datar

P4 0+120 9.726667 -0.28500 -0.019 10.01167 10.406667 -0.39 0.395 0.1880 datar

P5 0+150 10.228333 -0.38500 -0.026 10.61333 10.823333 -0.21 0.210 0.0922 datar

P6 0+180 11.055000 0.44500 0.030 10.61000 10.075000 0.54 -0.535 -0.2527 datar

AJ4
hms ft-uh: isi sendiri dari gambar
Page 21: 8.Stoking Out Waterpass Ssstt

PATOK P0

Nomor titik a 0+100 b

Jarak antar titik(m) 2 0.5 1 0.5 2 3.5 3.5 2 0.5 1 0.5 2

Jarak langsung (m) -9.5 -7.5 -7 -6 -5.5 -3.5 0 3.5 5.5 6 7 7.5 9.5

Tinggi tanah asli(m)

11.1

01

11.1

01

11.1

00

11.1

00

11.1

00

11.1

00

11.1

00

11.0

89

11.0

83

11.0

81

11.0

78

11.0

76

11.0

70

Kemiringan tanah asli (m) 0.00700000000000003 -0.315

Tinggi rencana As jalan (m)

10.3

5

10.3

5

9.35

9.35

10.3

5

10.4

3

10.5

0

10.4

3

10.3

5

9.35

9.35

10.3

5

10.3

5

Kemiringan Rencana Jalan (%) 0 -4 -2 -2 -4 0

-9.50 -8.50 -7.50 -6.50 -5.50 -4.50 -3.50 -2.50 -1.50 -0.50 0.50 1.50 2.50 3.50 4.50 5.50 6.50 7.50 8.50 9.50

9.00

9.50

10.00

10.50

11.00

11.50

12.00

Elevasi T...

1 2

3 4

AZ33
Nabilang Fiat: Ubahki,PAKE TINGGI PATOKMU
O35
Nabilang Fiat: Ubahki
Page 22: 8.Stoking Out Waterpass Ssstt

PATOK P1

Nomor titik a 0+100 b

Jarak antar titik(m) 2 0.5 1 0.5 2 3.5 3.5 2 0.5 1 0.5 2

Jarak langsung (m) -9.5 -7.5 -7 -6 -5.5 -3.5 0 3.5 5.5 6 7 7.5 9.5

Tinggi tanah asli(m)

10.2

72

10.2

72

10.2

72

10.2

72

10.2

72

10.2

72

10.2

72

10.2

90

10.3

00

10.3

02

10.3

08

10.3

10

10.3

20

Kemiringan tanah asli (m) 0.00833333333333333 0.513333333333334

Tinggi rencana As jalan (m)

10.3

5

10.3

5

9.35

9.35

10.3

5

10.4

3

10.5

0

10.4

3

10.3

5

9.35

9.35

10.3

5

10.3

5

Kemiringan Rencana Jalan (%) 0 -4 -2 -2 -4 0

-9.5 -8.5 -7.5 -6.5 -5.5 -4.5 -3.5 -2.5 -1.5 -0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5 7.5 8.5 9.5

8

8.5

9

9.5

10

10.5

11

Elevasi T...

11

2

34

AZ72
Nabilang Fiat: Ubahki,PAKE TINGGI PATOKMU
O74
Nabilang Fiat: Ubahki
Page 23: 8.Stoking Out Waterpass Ssstt

PATOK P2

Nomor titik a 0+100 b

Jarak antar titik(m) 2 0.5 1 0.5 2 3.5 3.5 2 0.5 1 0.5 2

Jarak langsung (m) -9.5 -7.5 -7 -6 -5.5 -3.5 0 3.5 5.5 6 7 7.5 9.5

Tinggi tanah asli(m)

9.53

1

9.53

1

9.53

1

9.53

2

9.53

2

9.53

2

9.53

3

9.54

0

9.54

4

9.54

4

9.54

6

9.54

7

9.55

1

Kemiringan tanah asli (m) -0.0276666666666666 0.185000000000001

Tinggi rencana As jalan (m)

9.85

0

9.85

0

8.85

0

8.85

0

9.85

0

9.93

0

10.0

00

9.93

0

9.85

0

8.85

0

8.85

0

9.85

0

9.85

0

Kemiringan Rencana Jalan (%) 0 -4 -2 -2 -4 0

-9.5 -8.5 -7.5 -6.5 -5.5 -4.5 -3.5 -2.5 -1.5 -0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5 7.5 8.5 9.5

8

8.5

9

9.5

10

10.5

11

Elevasi T...

1

1 2

3 4

AZ112
Nabilang Fiat: Ubahki,PAKE TINGGI PATOKMU
O114
Nabilang Fiat: Ubahki
Page 24: 8.Stoking Out Waterpass Ssstt

PATOK P3

Nomor titik a 0+100 b

Jarak antar titik(m) 2 0.5 1 0.5 2 3.5 3.5 2 0.5 1 0.5 2

Jarak langsung (m) -9.5 -7.5 -7 -6 -5.5 -3.5 0 3.5 5.5 6 7 7.5 9.5

Tinggi tanah asli(m)

9.59

3

9.59

3

9.59

3

9.59

3

9.59

4

9.59

4

9.59

5

9.61

0

9.61

9

9.62

1

9.62

5

9.62

8

9.63

6

Kemiringan tanah asli (m) -0.025 0.435000000000001

Tinggi rencana As jalan (m)

9.85

0

9.85

0

8.85

0

8.85

0

9.85

0

9.93

0

10.0

00

9.93

0

9.85

0

8.85

0

8.85

0

9.85

0

9.85

0

Kemiringan Rencana Jalan (%) 0 -4 -2 -2 -4 0

-9.5 -8.5 -7.5 -6.5 -5.5 -4.5 -3.5 -2.5 -1.5 -0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5 7.5 8.5 9.5

8

8.5

9

9.5

10

10.5

11

Elevasi T...

1

1

2

3 4

AZ151
Nabilang Fiat: Ubahki,PAKE TINGGI PATOKMU
O153
Nabilang Fiat: Ubahki
Page 25: 8.Stoking Out Waterpass Ssstt

PATOK P4

Nomor titik a 0+100 b

Jarak antar titik(m) 2 0.5 1 0.5 2 3.5 3.5 2 0.5 1 0.5 2

Jarak langsung (m) -9.5 -7.5 -7 -6 -5.5 -3.5 0 3.5 5.5 6 7 7.5 9.5

Tinggi tanah asli(m)

10.0

10

10.0

10

10.0

10

10.0

11

10.0

11

10.0

11

10.0

12

9.99

8

9.99

0

9.98

8

9.98

4

9.98

2

9.97

4

Kemiringan tanah asli (m) -0.019 -0.39

Tinggi rencana As jalan (m)

9.85

0

9.85

0

8.85

0

8.85

0

9.85

0

9.93

0

10.0

00

9.93

0

9.85

0

8.85

0

8.85

0

9.85

0

9.85

0

Kemiringan Rencana Jalan (%) 0 -4 -2 -2 -4 0

-9.50 -8.50 -7.50 -6.50 -5.50 -4.50 -3.50 -2.50 -1.50 -0.50 0.50 1.50 2.50 3.50 4.50 5.50 6.50 7.50 8.50 9.50

8.00

8.50

9.00

9.50

10.00

10.50

11.00

Elevasi T...

1 2

3 4

AZ190
Nabilang Fiat: Ubahki,PAKE TINGGI PATOKMU
O192
Nabilang Fiat: Ubahki
Page 26: 8.Stoking Out Waterpass Ssstt

PATOK P5

Nomor titik a 0+100 b

Jarak antar titik(m) 2 0.5 1 0.5 2 3.5 3.5 2 0.5 1 0.5 2

Jarak langsung (m) -9.5 -7.5 -7 -6 -5.5 -3.5 0 3.5 5.5 6 7 7.5 9.5

Tinggi tanah asli(m)

10.6

11

10.6

11

10.6

12

10.6

12

10.6

12

10.6

12

10.6

13

10.6

17

10.6

18

10.6

19

10.6

20

10.6

20

10.6

22

Kemiringan tanah asli (m) -0.0256666666666667 0.0921666666666671

Tinggi rencana As jalan (m)

9.85

0

9.85

0

8.85

0

8.85

0

9.85

0

9.93

0

10.0

00

9.93

0

9.85

0

8.85

0

8.85

0

9.85

0

9.85

0

Kemiringan Rencana Jalan (%) 0 -4 -2 -2 -4 0

-9.5 -8.5 -7.5 -6.5 -5.5 -4.5 -3.5 -2.5 -1.5 -0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5 7.5 8.5 9.5

8

9

10

11

Elevasi T...1

21a

2a

3

3a

4

4a

AZ229
Nabilang Fiat: Ubahki,PAKE TINGGI PATOKMU
O231
Nabilang Fiat: Ubahki
Page 27: 8.Stoking Out Waterpass Ssstt

PATOK P6

Nomor titik a 0+100 b

Jarak antar titik(m) 2 0.5 1 0.5 2 3.5 3.5 2 0.5 1 0.5 2

Jarak langsung (m) -9.5 -7.5 -7 -6 -5.5 -3.5 0 3.5 5.5 6 7 7.5 9.5

Tinggi tanah asli(m)

10.6

13

10.6

12

10.6

12

10.6

12

10.6

12

10.6

11

10.6

10

10.5

91

10.5

81

10.5

78

10.5

73

10.5

70

10.5

59

Kemiringan tanah asli (m) 0.0296666666666667 -0.535

Tinggi rencana As jalan (m)

9.85

0

9.85

0

8.85

0

8.85

0

9.85

0

9.93

0

10.0

00

9.93

0

9.85

0

8.85

0

8.85

0

9.85

0

9.85

0

Kemiringan Rencana Jalan (%) 0 -4 -2 -2 -4 0

-9.5 -8.5 -7.5 -6.5 -5.5 -4.5 -3.5 -2.5 -1.5 -0.5 0.5 1.5 2.5 3.5 4.5 5.5 6.5 7.5 8.5 9.5

8

8.5

9

9.5

10

10.5

11

Elevasi T...

11a

2

2a

3

3a

4

4a

AZ268
Nabilang Fiat: Ubahki,PAKE TINGGI PATOKMU
O270
Nabilang Fiat: Ubahki
Page 28: 8.Stoking Out Waterpass Ssstt

LUAS GALIAN-TIMBUNAN TIAP STASIUN

P0 P1 P2

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

1 9.26565875 0.00 1 -1.30915625 0 1 -2.69581791666666 0

2 6.27035625 0.00 2 -1.93752500000001 0 2 -4.34985208333333 0

3 2.475 0.00 3 2.4375 0 3 2.4375 0

4 2.2125 0.00 4 2.2125 0 4 2.2125 0

∑ 20.22351 0.00000 ∑ 1.40331874999999 0 ∑ -2.39566999999999 0

P3 P4 P5

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

1 -2.34003125000001 0 1 0.870176250000006 0 1 0 -3.79

2 -3.65120625000001 0 2 0.645089583333342 0 2 0 -3.79

3 2.4375 0 3 2.475 0 3 2.20192083333333 2.20

4 2.2125 0 4 2.2125 0 4 2.21223125 -1.73

∑ -1.34123750000001 0 ∑ 6.20276583333335 0 ∑ 4.41415208333333 -7.100553125

P6

NOGALIAN TIMBUNAN

(M2) (M2)

1 0 -3.96

2 0 -3.79

3 2.20259583333333 3.96

4 2.159875 -1.60

∑ 4.36247083333333 -5.38

(M2) (M2) (M2) (M2) (M2) (M2)

(M2) (M2) (M2) (M2) (M2) (M2)

Page 29: 8.Stoking Out Waterpass Ssstt

PERHITUNGAN VOLUME GALIAN DAN TIMBUNAN

STASIUNJARAK

GALIAN TIMBUNAN ANTAR STASIUN GALIAN TIMBUNAN

P + 020.22 0.00

30 606.71 0.00

P + 11.40 0.00

30 42.10 0.00

P + 2-2.40 0.00

30 -71.87 0.00

P + 3-1.34 0.00

30 -40.24 0.00

P + 46.20 0.00

30 186.08 0.00

P + 54.41 -7.10

30 132.42 -213.02

P + 64.36 -5.38

30 130.87 -161.30

TOTAL 986.08 -374.32

LUAS (M2) VOLUME (M3)

Page 30: 8.Stoking Out Waterpass Ssstt