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TUGAS : PERENCANAAN JALAN RAYA

BAB VIII

PERHITUNGAN VOLUME GALIAN DAN TIMBUNAN

Titik Titik 

Jarak (m)Stationing Galian Timbunan Galian Timbunan

A-1A 45.530 0.000

45.530 0.000 501 45.530 0.000

1-2 1 45.530 0.000 45.530 0.000 502 45.530 0.000

2-32 45.530 0.000

22.765 25.029 503 0.000 50.05

3-43 0.000 50.05

0.000 4.5 504 0.000 47.65

4-54 0.000 47.65

0.000 43.064 505 0.000 3.470

5-65 0.000 3.470

0.000 3.470 506 0.000 3.470

6-76 0.000 3.470

0.000 3.470 507 0.000 3.470

7-7 0.000 3.470

2.15 19.235 50 5.630 0.000

-9 5.630 0.000

14.030 0.000 509 22.430 0.000

9-109 22.430 0.000

22.325 0.000 5010 22.220 0.000

10 22.220 0.00033.99 0.000 54

45.775 0.000

45.775 0.00045.9 0.000 15

11 46.020 0.000

11-1211 46.020 0.000

46.020 0.000 1512 46.020 0.000

12-13

12 46.020 0.000

41.20 0.000 1513 37.620 0.000

13-1413 37.620 0.000

3.670 0.000 1514 39.720 0.000

14-1514 39.720 0.000

29.220 0.000 1515 1.720 0.000

15 1.720 0.0001.405 0.000 3

1.090 0.000

1.090 0.00015.045 0.000 12

16 12.000 0.000

16-1716 12.000 0.000

.640 0.000 1517 5.20 0.000

17-117 5.20 0.000

2.733 7.953 151 0.16 15.906

1-191 0.16 15.906

0.093 26.313 1519 0.000 36.720

19 0.000 36.7200.000 36.720 11

0.000 36.720

0.000 36.7200.000 36.720 4

20 0.000 36.720

20-2120 0.000 36.720

0.000 36.720 1521 0.000 36.720

21-2221 0.000 36.720

0.000 36.720 1522 0.000 36.720

22-2322 0.000 36.720

0.000 36.720 15

23 0.000 36.720

23-2423 0.000 36.720

0.000 36.720 1524 0.000 36.720

!ua" (m2) !ua" rata-rata (m2)

10-T1S

1 T1S

1

T1S

1-11

T1S

1

15-S1#

1 S1#

1

S1#

1-16

S1#

1

19-$%1 $%

1

$%1-20

$%1

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TUGAS : PERENCANAAN JALAN RAYA

Titik Titik 

Jarak (m)Stationing Galian Timbunan Galian Timbunan

29 22.920 0.00029.09 0.000 7

35.275 0.000

35.275 0.00039.353 0.000 50

30 43.430 0.000

30-3130 43.430 0.000

23.715 0.235 5031 4.000 0.470

31-3231 4.000 0.470

2.000 32.070 5032 0.000 63.670

32-3332 0.000 63.670

0.000 4.575 5033 0.000 33.40

33-3433 0.000 33.40

0.960 20.127 5034 1.920 6.774

34 1.920 6.7746.35 3.37 40

11.750 0.000

11.750 0.00010.720 0.000 15

35 9.690 0.000

35-3635 9.690 0.000

.55 0.000 1536 7.40 0.000

36-3736 7.40 0.000

6.30 0.000 1537 5.20 0.000

37-337 5.20 0.000

4.50 0.000 153 3.0 0.000

3 3.0 0.0003.310 0.000 10

2.739 0.000

2.739 0.0002.495 2.790 5

39 2.250 5.50

39-4039 2.250 5.50

1.639 .119 1540 1.027 10.657

40 1.027 10.6570.63 11.517 3

0.699 12.377

0.699 12.3770.436 14.240 12

41 0.173 16.103

41 0.173 16.1030.07 22.42 10

0.000 29.50

0.000 29.500.000 25.275 5

42 0.000 20.970

42-4342 0.000 20.970

12.090 10.45 1543 24.10 0.000

43-4443 24.10 0.000

39.720 0.000 1544 55.260 0.000

44-4544 55.260 0.000

55.75 0.000 1545 56.310 0.000

45-4645 56.310 0.000

56.940 0.000 1546 57.570 0.000

46 57.570 0.00066.163 0.000 3

74.755 0.000

74.755 0.00067.405 0.000 50

47 60.055 0.000

47-447 60.055 0.000

49.555 0.000 504 39.055 0.000

4-494 39.055 0.000

2.555 0.000 5049 1.055 0.000

49-50 49 1.055 0.000 10.194 2.639 5050 2.332 5.277

50 5150 2.332 5.277

1 166 14 634 50

!ua" (m2) !ua" rata-rata (m2)

29-S1T

1 S1T

1

S1T

1-30

S1T

1

34-T2S

2 T2S

2

T2S

2-35

T2S

2

3-S2#

2 S2#

2

S2#

2-39

S2#

2

40-$%2 $%

2

$%2-41

$%2

41-#2S

2 #2S

2

#2S

2-42

#2S

2

46-S2T

2 S2T

2

S2T

2-47

S2T

2

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TUGAS : PERENCANAAN JALAN RAYA

Galian 31079.749 olum Tana*726.75

Timbunan 23792.964olum Total (m3)

Si"a (m3)

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TUGAS : PERENCANAAN JALAN RAYA

Galian Timbunan

2276.500 0.000

2276.500 0.000

113.250 1251.450

0.000 2442.900

0.000 2153.200

0.000 1923.500

0.000 1923.500

140.750 961.750

701.500 0.000

1116.250 0.000

135.65 0.000

6.463 0.000

690.300 0.000

627.300 0.000

50.050 0.000

43.300 0.000

55.215 0.000

10.540 0.000

129.600 0.000

40.995 119.295

1.395 394.695

0.000 403.920

0.000 146.0

0.000 550.00

0.000 550.00

0.000 550.00

0.000 550.00

olum (m3)

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TUGAS : PERENCANAAN JALAN RAYA

Galian Timbunan

203.63 0.000

1967.625 0.000

115.750 11.750

100.000 1603.500

0.000 242.750

4.000 1006.350

273.400 135.40

160.00 0.000

12.775 0.000

95.700 0.000

6.700 0.000

33.095 0.000

12.473 13.950

24.57 121.77

2.59 34.551

5.232 170.0

0.65 22.415

0.000 126.375

11.350 157.275

595.00 0.000

36.775 0.000

54.100 0.000

19.4 0.000

3370.250 0.000

2477.750 0.000

1427.750 0.000

509.675 131.925

5 300 731 675

olum (m3)

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TUGAS : PERENCANAAN JALAN RAYA

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TUGAS : PEREN

BAB IX

PERHITUNGAN VOLUME GALIAN DAN TIMBUNAN

Titik Titik "tationing Jarak (m)Galian Timbunan Galian Timbunan Galian

A-1  A 5.7 0

17.1 0 50 59 1 2.5 0

1-TS1  1 2.5 0

21.93 0 13.17 2.11 TS1 15.2 0

TS1-2  TS1 15.2 0

7.735 .395 25 193.375 2 0.19 16.79

2-3  2 0.19 16.79

0.175 17.06 25 4.375 3 0.16 17.33

3-4  3 0.16 17.33

0.16 17.33 25 4 4 0.16 17.33

4-5  4 0.16 17.33

0.42 15.435 25 10.5 5 0.6 13.54

5-6  5 0.6 13.54

3.115 7.055 25 77.75 6 5.55 0.57

6-7  6 5.55 0.57

12.66 0.25 25 316.5 7 19.77 0

7-  7 19.77 0

14.065 0 25 351.625 .36 0

-9   .36 0 .36 0 25 209 9 .36 0

9-10  9 .36 0

10.255 0 25 256.375 10 12.15 0

10-$%1  10 12.15 0

12.15 0 4 4.6 $%1 12.15 0

$%1-11  $%1 12.15 0

12.15 0 11 133.65 11 12.15 0

11-12  11 12.15 0

12.15 0 25 303.75 12 12.15 0

12-13  12 12.15 0

7.75 1.225 25 194.625 13 3.42 2.45

13-14  13 3.42 2.45

1.715 10.35 25 42.75 14 0.01 1.25

14-15   14 0.01 1.25 0.005 22.325 25 0.125 15 0 26.4

15-16  15 0 26.4

0 25.455 25 0 16 0 24.51

16-17  16 0 24.51

0.02 19.7 25 0.5 17 0.04 15.05

17-1  17 0.04 15.05

1.67 .035 25 41.75 1 3.3 1.02

1-19  1 3.3 1.02

17.53 0.51 25 43.25 19 31.76 0

19-ST1  19 31.76 0

32.235 0 6.13 197.60055 ST1 32.71 0

ST1-20  ST1 32.71 0

33.46 0 50 1673 20 34.21 0

20-TS2

  20 34.21 0

35.15 0 20.36 716.3666 TS2 36.16 0

TS2-21  TS2 36.16 0

39.725 0 25 993.125 21 43.29 0

21-22  21 43.29 0

44.23 0 25 1105.75 22 45.17 0

22-23  22 45.17 0

29.97 0 25 749.25 23 14.77 0

23-24  23 14.77 0

7.35 10.355 25 14.625 24 0 20.71

24-25  24 0 20.71

0 32.11 25 0 25 0 43.51

25-26  25 0 43.51

0 3.76 25 0 26 0 34.01

26-27  26 0 34.01

0 35.315 25 0

27 0 36.62

27-2  27 0 36.62

0 29.02 25 0 2 0 21.42

2 0 21 42

!ua" (m2) !ua" rata-rata (m2) olum (

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TUGAS : PERENCANAAN JALAN RAYA

19157.596 7954.304

Sli"i* olum 11203.291

olum Total (m3)

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Titik 

Stationing Galian

A

1

2

3

4

5

6

7

9

10

TS 1

11

12

13

14

15

S#1

16

17

1

19

#S1

20

21

!

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Titik 

Stationing Galian

!

22

23

24

ST1

25

26

27

2

29

30

31

TS2

32

33

34

35

S#2

36

37

3

39

40

#S2

41

42

43

44

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Titik 

Stationing Galian

!

45

ST2

46

&

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Timbunan

a" (m2)

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Timbunan

a" (m2)

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Timbunan

a" (m2)