tinggi titik Ariandi

LUAS GALIAN-TIMBUNAN TIAP STASIUN

A 0+000 0+100 0+200

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 0.3 0 I 0.5 0 I 0.3

II 0.9 0 II 0.98 0 II 0.98

iii 0.9 0 III 0.45 0 III 0.45

∑ 2.1 0 ∑ 1.93 0 ∑ 1.73

0+400 0+450 0+500

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 0.9 0 I 0 2.9 I 0

II 2.25 0 II 0 5.4 II 0

III 1.13 0 III 0 1.13 III 0

∑ 4.28 0 ∑ 0 9.43 ∑ 0

0+600 0+700 0+800

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 0.5 1.5 I 0.9 0 I 0

II 0.9 2.25 ii 0.5 0 II 0

iii 0.9 0.1 III 0.45 0 III 0

∑ 2.3 3.85 ∑ 1.85 0 ∑ 0

0+950 1+000 1+050

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 1.5 0 I 0.7 0.3 I 0.7

II 2.7 0 II 1.35 0.45 II 1.35

iii 1.35 0 III 1.05 0.05 III 1.05

∑ 5.55 0 ∑ 3.1 0.8 ∑ 3.1

1+150 1+250 1+350

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 2.8 0 I 3.9 0 I 0

II 5.4 0 II 7.2 0 II 0

III 1.275 0 III 2.25 0 III 0

∑ 9.475 0 ∑ 13.35 0 ∑ 0

1+550 1+600 1+650

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 0.65 0 I 0.3 1.1 I 0.95

II 1.35 0 II 0.9 2.25 II 2.025

III 1.05 0 III 0.975 0.15 III 1.05

∑ 3.05 0 ∑ 2.175 3.5 ∑ 4.025

1+750 1+850 1+950

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

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

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

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

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

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

1+750 1+850 1+950

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 0.65 0 I 0.65 0 I 0.5

II 1.35 0 II 1.35 0 II 0.9

III 1.125 0 III 1.125 0 III 1.05

∑ 3.125 0 ∑ 3.125 0 ∑ 2.45

2+050 2+150 2+250

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 3.05 0 I 0.9 0 I 0

II 6.3 0 II 1.8 0 II 0

III 1.8 0 III 1.125 0 III 0

∑ 11.15 0 ∑ 3.825 0 ∑ 0

2+350 2+400 2+450

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 5.85 0 I 4.95 3.5 I 0.525

II 7.65 0 II 8.55 0.175 II 0.675

III 0.75 0 III 0.75 1.8 III 0.75

∑ 14.25 0 ∑ 14.25 5.475 ∑ 1.95

2+600 2+700 2+800

NOGALIAN TIMBUNAN

NOGALIAN TIMBUNAN

NOGALIAN

I 0.75 0 I 1.35 0 I 1.05

II 0.9 0 II 1.8 0 II 1.35

III 0.75 0 III 0.75 0 III 0.75

∑ 2.4 0 ∑ 3.9 0 ∑ 3.15

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

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

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

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

0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 5400 5600 5800 6000 6200 6400 6600 6800 70000

100000

HAUL DIAGRAM

LUAS GALIAN-TIMBUNAN TIAP STASIUN

0+200 0+300 luas trapesium tigaTIMBUNAN

NOGALIAN TIMBUNAN tinngi 2

sejajar 1 0.3 alas 0.3

0 I 0.5 0 sejajar 2 0.4 tinggi 9

0 II 0.9 0 sejajar 0.7 luas 1.35

0 III 0.3 0 luas 0.7

0 ∑ 1.7 0

0+500 0+550TIMBUNAN

NOGALIAN TIMBUNAN galian timbunan

0.7 0.7

3.5 I 0.3 1.4 1.35 1.35

6.3 II 0.45 2.25 1.05 0.05

0.2 III 0.83 0.2

10 ∑ 1.58 3.85

0+800 0+900TIMBUNAN

NOGALIAN TIMBUNAN

1.7 I 0.9 0

2.7 II 1.57 0

0.9 III 1.05 0

5.3 ∑ 3.52 0

1+050 1+100TIMBUNAN

NOGALIAN TIMBUNAN

0 I 0.9 0

0 II 2.25 0

0 III 1.125 0

0 ∑ 4.275 0

1+350 1+450 luas trapesium tigatinngi 2

TIMBUNANNO

GALIAN TIMBUNAN sejajar 1 0.25 alas 0.3

sejajar 2 0.2 tinggi 9

3 I 2.2 0 sejajar 0.45 luas 1.35

5.85 II 4.05 0 luas 0.45

0.2 III 1.5 0

9.05 ∑ 7.75 0

1+650 1+700 galian timbunan

TIMBUNANNO

GALIAN TIMBUNAN 0.45 0.45

1.35 1.35

0.15 I 0.45 0 0.975 0.15

0 II 1.35 0

0.15 III 0.975 0

0.3 ∑ 2.775 0

1+950 luas trapesium tiga

(M2) (M2) (M2)

(M2) (M2) (M2)

(M2) (M2) (M2)

(M2) (M2) (M2)

(M2) (M2) (M2)

(M2) (M2) (M2)

1+950 tinngi 2

TIMBUNAN sejajar 1 1 alas 0.9


0 sejajar 2.3 luas 4.05

0 luas 2.3

0

0


TIMBUNANNO


4.05 4.05

3.3 I 0 2.3 1.125 0.2

6.3 II 0 4.05

0.2 III 0 0.2

9.8 ∑ 0 6.55

2+450 2+500 luas trapesium tigatinngi 2

TIMBUNANNO

GALIAN TIMBUNAN sejajar 1 0.4 alas 0.4


0 I 1.5 0 sejajar 0.9 luas 1.8

0 II 1.8 0 luas 0.9

0 III 0.75 0

0 ∑ 4.05 0


TIMBUNANNO


1.8 1.8

0 I 1.05 0.9 0.75 0.1

0 II 1.35 1.8

0 III 0.75 0.1

0 ∑ 3.15 2.8

(M2)

(M2) (M2) (M2)

(M2) (M2) (M2)

(M2) (M2) (M2)

0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 5400 5600 5800 6000 6200 6400 6600 6800 70000

100000

HAUL DIAGRAM

selokantinggi 1 sejajar 1 1

alas 0.05 sejajar 2 0.5

luas 0.025 sejajar 1.5

2 segitiga 0.05 tinggi 1.4

luas 1.05

luas keseluruhan 1.1





luas 0.975


selokan

tinggi 1 sejajar 1 1




luas 1.125





2 segitiga 0.1 tinggi 1

luas 0.75


0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 4000 4200 4400 4600 4800 5000 5200 5400 5600 5800 6000 6200 6400 6600 6800 70000

100000

HAUL DIAGRAM

PERHITUNGAN VOLUME GALIAN DAN TIMBUNAN

STASIUNJARAK

REKAPGALIAN TIMBUNAN ANTAR STASIUN GALIAN TIMBUNAN

A 2.100000 0.000000100 210.00 0.00 210.00

0 + 100 1.930000 0.000000100 193.00 0.00 403.00

0 + 200 1.730000 0.000000100 173.00 0.00 576.00

0 + 300 1.700000 0.000000100 170.00 0.00 746.00

0 + 400 4.280000 0.00000050 214.00 0.00 960.00

0 + 450 0.000000 9.43000050 0.00 471.50 488.50

0 + 500 0.000000 10.00000050 0.00 500.00 -11.50

0 + 550 1.580000 3.85000050 79.00 192.50 -125.00

0 + 600 2.300000 3.850000100 230.00 385.00 -280.00

0 + 700 1.850000 0.000000100 185.00 0.00 -95.00

0 + 800 0.000000 5.300000100 0.00 530.00 -625.00

0 + 900 3.520000 0.00000050 176.00 0.00 -449.00

0 + 950 5.550000 0.00000050 277.50 0.00 -171.50

1 + 50 3.100000 0.80000050 155.00 40.00 -56.50

1 + 100 4.275000 0.00000050 213.75 0.00 157.25

1 + 150 9.475000 0.000000100 947.50 0.00 1104.75

1 + 250 13.350000 0.000000100 1335.00 0.00 2439.75

1 + 350 0.000000 9.050000100 0.00 905.00 1534.75

1 + 450 7.750000 0.000000100 775.00 0.00 2309.75

1 + 550 3.050000 0.00000050 152.50 0.00 2462.25

1 + 600 2.175000 3.50000050 108.75 175.00 2396.00

1 + 650 4.025000 0.30000050 201.25 15.00 2582.25

1 + 700 2.775000 0.00000050 138.75 0.00 2721.00

1 + 750 3.125000 0.000000100 312.50 0.00 3033.50

1 + 850 3.125000 0.000000100 312.50 0.00 3346.00

1 + 950 2.450000 0.000000100 245.00 0.00 3591.00

2 + 50 11.150000 0.000000100 1115.00 0.00 4706.00

2 + 150 3.825000 0.000000100 382.50 0.00 5088.50

2 + 250 0.000000 9.80000050 0.00 490.00 4598.50

2 + 300 0.000000 6.55000050 0.00 327.50 4271.00

2 + 350 14.250000 0.00000050 712.50 0.00 4983.50

2 + 400 14.250000 5.47500050 712.50 273.75 5422.25

2 + 450 1.950000 0.00000050 97.50 0.00 5519.75

LUAS (M2) VOLUME (M3)

2 + 500 4.050000 0.00000050 97.50 0.00 5519.75

100 405.00 0.00 5924.752 + 600 2.400000 0.000000

100 240.00 0.00 6164.752 + 700 3.900000 0.000000

100 390.00 0.00 6554.752 + 800 3.150000 0.000000

100 315.00 0.00 6869.752 + 900 3.150000 2.800000

100 315.00 280.00 6904.75

Σ 2,276.25 2,119.00

OKBanget

0 210.00

100 403.00

200 576.00

300 746.00

400 960.00

450 488.50

500 -11.50

550 -125.00

600 -280.00

700 -95.00

800 -625.00

900 -449.00

950 -171.50

50 -56.50

100 157.25

157.25

PERANCANGAN GEOMETRIK JALAN

UMAR HAFID / D 111 01 121 MUHAMMAD IDRIS / D 111 01 131

LANGKAH - LANGKAH KERJA

I. Penentuan Data Perencanaan Geometrik

II. Penentuan Trase Jalan

III. Menentukan Klasifikasi Medan

IV. Perhitungan Alinemen Horisontal

1. Menghitung dan merencanakan jenis tikungan

2. Menghitung kecepatan tikungan

3. Menghitung superelevasi tikungan

4. Menghitung pelebaran perkerasan tikungan

5. Menghitung jarak pandang

6. Menggambar tikungan dan superelevasi

V. Menggambar Profil Memanjang

VI. Perhitungan Alinemen Vertikal

1. Menghitung Alinemen Vertikal Cembung

2. Menghitung Alinemen Vertikal Cekung

VII. Perhitungan Tebal Perkerasan

1. Menghitung lintas harian rata-rata (LHR) awal umur rencana

2. Menghitung lintas harian rata-rata (LHR) akhir umur rencana

3. Menghitung angka ekivalen (E)

4. Menghitung lintas ekivalen permulaan (LEP)

5. Menghitung lintas ekivalen akhir (LEA)

6. Menghitung lintas ekivalen tegah (LET)

7. Menghitung lintas ekivalen rencana (LER)

8. Menentukan index tebal perkerasan (ITP) berdasarkan LER

9. Menghitung tebal perkerasan

10. Menggambar susunan perkerasan

VIII.Perhitungan Volume Galian dan Timbunan

1. Menggambar profil melintang

2. Menghitung luas bidang galian dan timbunan

3. Menghitung volume galian dan timbunan

4. Menghitung volume total galian dan timbunan

XI. Perhitungan Volume Material Masing-masing Ruas Jalan

PERANCANGAN GEOMETRIK JALAN

UMAR HAFID / D 111 01 121 MUHAMMAD IDRIS / D 111 01 131

I. PENENTUAN DATA PERENCANAAN GEOMETRIK(pada soal)

II. PENENTUAN TRASE JALAN( terlampir)

III. MENENTUKAN KLASIFIKASI MEDAN

JENIS MEDAN KEMIRINGAN MELINTANG RATA-RATADatar 0 - 2.9 %

Perbukitan 3 - 24,9 %Pegunungan > 25 %

# Cara perhitungan ketinggian stasiun

a Tinggi Sta. = a - p x ( a - b )p 1 + 050 p + qq b

# Cara perhitungan kemiringan lereng (%)

=Beda tinggi

x 100Jarak stasiun

# Perhitungan Panjang Lintasan Tikungan

L = L360

R

Untuk Tikungan I Untuk Tikungan IIR = 109 R = 108

= 65 0 = 64 0

L =65

x 2 x 3.14 x 109 L =64

x 2 x 3.14 x 108360 360= 123.59 m = 120.58 m

Untuk Tikungan III Untuk Tikungan IVR = 108 R = 160

= 58 0 = 95 0

L =58

x 2 x 3.14 x 108 L =95

x 2 x 3.14 x 160360 360= 109.33 m = 265.29 m

x 2 p R

PERHITUNGAN TINGGI TITIKSTATIONING A(m) B(m) Y1=B-A X2(m) X1(m) Y2=

Y1 x X2+

X10 0+000 170 180 10 100 150 176.667

a 170 180 10 110 160 176.875b 170 180 10 100 150 176.667

0 0+100 170 180 10 50 150 173.333a 170 180 10 50 150 173.333b 170 180 10 50 160 173.125

0 0+200 170 180 10 20 140 171.429a 170 180 10 50 160 173.125b 170 180 10 30 150 172.000

0 0+300 170 180 10 40 160 172.500a 170 180 10 40 160 172.500b 170 180 10 30 150 172.000

0 0+400 170 180 10 40 140 172.857a 170 180 10 40 140 172.857b 170 180 10 40 150 172.667

0 0+450 170 180 10 70 120 175.833a 170 180 10 70 130 175.385b 170 180 10 60 150 174.000

0 0+500 170 180 10 80 110 177.273a 170 180 10 60 120 175.000b 170 180 10 70 120 175.833

0 0+550 170 180 10 70 100 177.000a 170 180 10 60 100 176.000b 170 180 10 70 100 177.000

0 0+600 170 180 10 50 100 175.000a 170 180 10 40 100 174.000b 170 180 10 50 100 175.000

0 0+700 160 170 10 10 60 161.667a 160 170 10 10 60 161.667b 160 170 10 10 60 161.667

0 0+800 160 170 10 20 70 162.857a 160 170 10 10 70 161.429b 160 170 10 10 70 161.429

0 0+900 150 160 10 70 100 157.000

a 150 160 10 70 100 157.000b 150 160 10 80 110 157.273

0 0+950 150 160 10 60 110 155.455a 150 160 10 60 100 156.000b 150 160 10 70 120 155.833

1 1+000 150 160 10 50 110 154.545a 150 160 10 50 120 154.167b 150 160 10 60 130 154.615

1 1+050 150 160 10 10 110 150.909a 150 160 10 10 110 150.909b 150 160 10 10 110 150.909

1 1+100 140 150 10 60 100 146.000a 140 150 10 60 100 146.000b 140 150 10 70 110 146.364

1 1+150 140 150 10 20 100 142.000a 140 150 10 20 100 142.000b 140 150 10 30 90 143.333

1 1+250 120 130 10 60 90 126.667a 120 130 10 60 70 128.571b 120 130 10 70 80 128.750

1 1+350 110 120 10 50 80 116.250a 110 120 10 40 90 114.444b 110 120 10 50 100 115.000

1 1+450 100 110 10 70 150 104.667a 100 110 10 80 150 105.333b 100 110 10 90 160 105.625

1 1+550 90 100 10 160 170 99.412a 90 100 10 170 180 99.444b 90 100 10 190 200 99.500

1 1+600 90 100 10 120 160 97.500a 90 100 10 120 180 96.667b 90 100 10 130 180 97.222

1 1+650 90 100 10 90 160 95.625a 90 100 10 80 150 95.333b 90 100 10 100 170 95.882

1 1+700 90 100 10 50 150 93.333

a 90 100 10 50 160 93.125b 90 100 10 50 150 93.333

1 1+750 90 100 10 30 150 92.000a 90 100 10 30 160 91.875b 90 100 10 40 180 92.222

1 1+850 80 90 10 120 130 89.231a 80 90 10 120 130 89.231b 80 90 10 120 130 89.231

1 1+950 80 90 10 10 70 81.429a 80 90 10 10 80 81.250b 80 90 10 10 70 81.429

2 2+050 70 80 10 60 150 74.000a 70 80 10 50 100 75.000b 70 80 10 60 110 75.455

2 2+150 70 80 10 260 280 79.286a 70 80 10 260 270 79.630b 70 80 10 240 250 79.600

2 2+250 70 80 10 160 210 77.619a 70 80 10 130 210 76.190b 70 80 10 110 200 75.500

2 2+300 70 80 10 100 190 75.263a 70 80 10 100 200 75.000b 70 80 10 80 210 73.810

2 2+350 70 80 10 40 190 72.105a 70 80 10 40 90 74.444b 70 80 10 40 200 72.000

2 2+400 60 70 10 50 60 68.333a 60 70 10 50 60 68.333b 60 70 10 60 60 70.000

2 2+450 60 70 10 10 60 61.667a 60 70 10 10 60 61.667b 60 70 10 10 60 61.667

2 2+500 50 60 10 130 140 59.286a 50 60 10 270 280 59.643b 50 60 10 130 140 59.286

2 2+600 50 60 10 70 110 56.364

a 50 60 10 60 100 56.000b 50 60 10 60 110 55.455

2 2+700 50 60 10 50 130 53.846a 50 60 10 50 120 54.167b 50 60 10 50 130 53.846

2 2+800 50 60 10 10 140 50.714a 50 60 10 10 140 50.714b 50 60 10 10 140 50.714

2 2+900 40 50 10 100 140 47.143a 40 50 10 90 140 46.429b 40 50 10 110 150 47.333

Ajarak (m)

0 126.67 0+000 116.667ab

0 123.33 0+000 113.333ab

0 121.43 0+000 111.429ab

0 122.50 0+000 112.500ab

0 122.86 0+000 112.857ab

0 125.83 0+000 115.833ab

0 127.27 0+000 117.273ab

0 127.00 0+000 117.000ab

0 125.00 0+000 115.000ab

0 111.67 0+000 101.667ab

0 112.86 0+000 102.857ab

0 107.00 0+000 97.000

ab

0 105.45 0+000 95.455ab

0 104.55 0+000 94.545ab

0 100.91 0+000 90.909ab

0 96.00 0+000 86.000ab

0 92.00 0+000 82.000ab

0 76.67 0+000 66.667ab

0 66.25 0+000 56.250ab

0 54.67 0+000 44.667ab

0 49.41 0+000 39.412ab

0 47.50 0+000 37.500ab

0 45.63 0+000 35.625ab

0 43.33 0+000 33.333

ab

0 42.00 0+000 32.000ab

0 39.23 0+000 29.231ab

0 31.43 0+000 21.429ab

0 24.00 0+000 14.000ab

0 29.29 0+000 19.286ab

0 27.62 0+000 17.619ab

0 25.26 0+000 15.263ab

0 22.11 0+000 12.105ab

0 18.33 0+000 8.333ab

0 11.67 0+000 1.667ab

0 9.29 0+000 -0.714ab

0 6.36 0+000 -3.636

ab

0 3.85 0+000 -6.154ab

0 0.71 0+000 -9.286ab

0 -2.86 0+000 -12.857ab

Perencanaan Geometrik Jalan

A.RIANDI GIMNASTIAR / D 111 13 542

TABEL PROFIL MEMANJANG

Nomor StasiunLengkung Horizontal

Ket.δ

A. 0+000 176.667100 3.333333 3.3 B

1 0+100 173.333100 1.904762 1.9 D

2 0+200 171.429100 -1.071429 (1.1) D

3 0+300 172.500100 -0.357143 (0.4) D

4 0+400

109 65 123.594

172.85750 -2.97619 (6.0) B

5 0+450 175.83350 -1.439394 (2.9) D

6 0+500 177.27350 0.272727 0.5 D

7 0+550 177.00050 2 4.0 B

8 0+600 175.000100 13.33333 13.3 B

9 0+700 161.667100 -1.190476 (1.2) D

10 0+800 162.857100 5.86 5.9 B

11 0+900 157.00050

108 64 120.576

1.545455 3.1 D12 0+950 155.455

50 -0.909091 (1.8) D13 1+000 154.545

50 -3.636364 (7.3) B14 1+050 150.909

50 4.909091 9.8 B15 1+100 146.000

50 -4 (8.0) B16 1+150 142.000

100 15.33333 15.3 B17 1+250 126.667

100 10.41667 10.4 B18 1+350 116.250

100 -11.58333 (11.6) B19 1+450 104.667

100 5.254902 5.3 B20 1+550 99.412

50 1.911765 3.8 B

Jarak Stasiun (m)

Tinggi Bahu Jln

(m)

Beda Tinggi

(m)

Kemiringan (%)

R (m)

L (m)



21 1+600

108 58 109.272

97.50050 1.875 3.8 B

22 1+650 95.62550 2.291667 4.6 B

23 1+700 93.33350 1.333333 2.7 D

24 1+750 92.000100 2.769231 2.8 D

25 1+850 89.231100 7.802198 7.8 B

26 1+950 81.429100 7.428571 7.4 B

27 2+050 74.000100 -5.285714 (5.3) B

28 2+150 79.286100 1.666667 1.7 D

29 2+250 77.61950

160 95 265.156

2.35589 4.7 B30 2+300 75.263

50 3.157895 6.3 B31 2+350 72.105

50 3.77193 7.5 B32 2+400 68.333

50 6.666667 13.3 B33 2+450 61.667

50 2.380952 4.8 B34 2+500 59.286

100 2.922078 2.9 D35 2+600 56.364

100 2.517483 2.5 D36 2+700 53.846

100 3.131868 3.1 D37 2+800 50.714

100 3.571429 3.6 B38 2+900 47.143

Keterangan :D = Datar = < 3B = Bukit = 3 <= X < 25G = Gunung = >= 25



Keterangan :D = Datar = < 3B = Bukit = 3 <= X < 25G = Gunung = >= 25



160.00

156.67

153.33

159.29

162.94

166.00

172.50

176.25

191.67

200.00

203.85

206.15

210.00

210.77

215.83

224.00

225.00

225.00

228.00

232.00

234.00

TINGGI

RENCANA



241.11

251.11

255.79

257.89

258.10

257.27

254.00

255.29

256.67

253.75

250.77

248.33

246.67

247.14

247.14

248.89

252.00

254.29

= 3 <= X < 25



= 3 <= X < 25

PERENCANAAN GEOMETRIK JALAN

MISWAR TUMPU / D111 12 259

TABEL PROFIL MELINTANG

Nomor StasiunSTA.

Tinggi 10 meter sebelah kiri TINGGI Tinggi 10 meter sebelah kanan Kemiringan KlasifikasiTinggi Titik Beda Tinggi Kemiringan BAHU JLN Tinggi Titik Beda Tinggi Kemiringan Rata-rata Medan

(m) (m) (m) (m) (m) (m) (m) (m) (m)

A 0 + 0 176.875 0.208 2.083 176.667 176.667 0.000 0.000 1.042 D

1 0 + 100 173.333 0.000 0.000 173.333 173.125 -0.208 -2.083 -1.042 D

2 0 + 200 173.125 1.696 5.655 171.429 172.000 0.571 5.714 5.685 B

3 0 + 300 172.500 0.000 0.000 172.500 172.000 -0.500 -5.000 -2.500 D

4 0 + 400 172.857 0.000 0.000 172.857 172.667 -0.190 -1.905 -0.952 D

5 0 + 450 175.385 -0.449 -1.496 175.833 174.000 -1.833 -18.333 -9.915 B

6 0 + 500 175.000 -2.273 -7.576 177.273 175.833 -1.439 -14.394 -10.985 B

7 0 + 550 176.000 -1.000 -3.333 177.000 177.000 0.000 0.000 -1.667 D

8 0 + 600 174.000 -1.000 -3.333 175.000 175.000 0.000 0.000 -1.667 D

9 0 + 700 161.667 0.000 0.000 161.667 161.667 0.000 0.000 0.000 D

10 0 + 800 161.429 -1.429 -4.762 162.857 161.429 -1.429 -4.762 -4.762 B

11 0 + 900 157.000 0.000 0.000 157.000 157.273 0.273 0.909 0.455 D

12 0 + 950 156.000 0.545 1.818 155.455 155.833 0.379 1.263 1.540 D

13 1 + 0 154.167 -0.379 -1.263 154.545 154.615 0.070 0.233 -0.515 D

14 1 + 50 150.909 0.000 0.000 150.909 150.909 0.000 0.000 0.000 D

15 1 + 100 146.000 0.000 0.000 146.000 146.364 0.364 1.212 0.606 D

16 1 + 150 142.000 0.000 0.000 142.000 143.333 1.333 4.444 2.222 D

17 1 + 250 128.571 1.905 6.349 126.667 128.750 2.083 6.944 6.647 B

18 1 + 350 114.444 -1.806 -6.019 116.250 115.000 -1.250 -4.167 -5.093 B

19 1 + 450 105.333 0.667 2.222 104.667 105.625 0.958 3.194 2.708 D

20 1 + 550 99.444 0.033 0.109 99.412 99.500 0.088 0.294 0.202 D

21 1 + 600 96.667 -0.833 -2.778 97.500 97.222 -0.278 -0.926 -1.852 D

22 1 + 650 95.333 -0.292 -0.972 95.625 95.882 0.257 0.858 -0.057 D

23 1 + 700 93.125 -0.208 -0.694 93.333 93.333 0.000 0.000 -0.347 D

24 1 + 750 91.875 -0.125 -0.417 92.000 92.222 0.222 0.741 0.162 D



25 1 + 850 89.231 0.000 0.000 89.231 89.231 0.000 0.000 0.000 D

26 1 + 950 81.250 -0.179 -0.595 81.429 81.429 0.000 0.000 -0.298 D



27 2 + 50 75.000 1.000 3.333 74.000 75.455 1.455 4.848 4.091 B

28 2 + 150 79.630 0.344 1.146 79.286 79.600 0.314 1.048 1.097 D

29 2 + 250 76.190 -1.429 -4.762 77.619 75.500 -2.119 -7.063 -5.913 B

30 2 + 300 75.000 -0.263 -0.877 75.263 73.810 -1.454 -4.845 -2.861 D

31 2 + 350 74.444 2.339 7.797 72.105 72.000 -0.105 -0.351 3.723 B

32 2 + 400 68.333 0.000 0.000 68.333 70.000 1.667 5.556 2.778 D

33 2 + 450 61.667 0.000 0.000 61.667 61.667 0.000 0.000 0.000 D

34 2 + 500 59.643 0.357 1.190 59.286 59.286 0.000 0.000 0.595 D

35 2 + 600 56.000 -0.364 -1.212 56.364 55.455 -0.909 -3.030 -2.121 D

36 2 + 700 54.167 0.321 1.068 53.846 53.846 0.000 0.000 0.534 D

37 2 + 800 50.714 0.000 0.000 50.714 50.714 0.000 0.000 0.000 D

38 2 + 900 46.429 -0.714 -2.381 47.143 47.333 0.190 0.635 -0.873 D

Keterangan :Datar = X < 3Bukit = 3 ≤ X < 25Gunung = X ≥ 25



176.667

173.333

171.429

172.500

172.857

175.833

177.273

177.000

175

161.66667

162.857

157.000

155.455

154.545

150.90909

146

142

126.66667

116.25

104.66667

99.411765

97.5

95.625

93.333333

92

89.230769

81.428571



74

79.285714

77.619048

75.263158

72.105263

68.333333

61.666667

59.285714

56.363636

53.846154

Tanah asli tanah rencana 1 kemiringan tanah rencana 1

176.667 0 176.5267 2 176.5267

173.333 1 173.1933 2 173.1933

171.429 2 171.2886 2 171.2886

172.500 3 172.36 2 172.36

172.857 4 172.7171 2 172.7171

175.833 5 175.6933 2 175.6933

177.273 6 177.1327 2 177.1327

177.000 7 176.86 2 176.86

175 8 174.86 2 174.86

161.66667 9 161.5267 2 161.5267

162.857 10 162.7171 2 162.7171

157.000 11 156.86 2 156.86

155.455 12 155.3145 2 155.3145

154.545 13 154.4055 2 154.4055

150.90909 14 150.7691 2 150.7691

146 15 145.86 2 145.86

142 16 141.86 2 141.86

126.66667 17 126.5267 2 126.5267

116.25 18 116.11 2 116.11

104.66667 19 104.5267 2 104.5267

99.411765 20 99.27176 2 99.27176

97.5 21 97.36 2 97.36

95.625 22 95.485 2 95.485

93.333333 23 93.19333 2 93.19333

92 24 91.86 2 91.86

89.230769 25 89.09077 2 89.09077

81.428571 26 81.28857 2 81.28857

74 27 73.86 2 73.86

79.285714 28 79.14571 2 79.14571

77.619048 29 77.47905 2 77.47905

75.263158 30 75.12316 2 75.12316

72.105263 31 71.96526 2 71.96526

68.333333 32 68.19333 2 68.19333

61.666667 33 61.52667 2 61.52667

59.285714 34 59.14571 2 59.14571

56.363636 35 56.22364 2 56.22364

53.846154 36 53.70615 2 53.70615

50.714286 37 50.57429 2 50.57429

47.142857 38 47.00286 2 47.00286

tanah rencana 2 kemiringan

176.4867 2

173.1533 2

171.2486 2

172.32 2

172.6771 2

175.6533 2

177.0927 2

176.82 2

174.82 2

161.4867 2

162.6771 2

156.82 2

155.2745 2

154.3655 2

150.7291 2

145.82 2

141.82 2

126.4867 2

116.07 2

104.4867 2

99.23176 2

97.32 2

95.445 2

93.15333 2

91.82 2

89.05077 2

81.24857 2

73.82 2

79.10571 2

77.43905 2

75.08316 2

71.92526 2

68.15333 2

61.48667 2

59.10571 2

56.18364 2

53.66615 2

50.53429 2

46.96286 2

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