Perhitungan Volume Galian Dan Timbunan.docx

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3.3 Perhitungan Volume Galian dan Timbunan No

STA

Luas Penampang (m²) Galian

Timbunan

1

0+000

8,388

0

2

0+100

7,282

0

3

0+200

0

7,912

4

0+300

6,032

0

5

0+400

8,829

0

6

0+500

8,187

0

7

0+600

9,172

0

8

0+700

6,070

0

9

0+800

6,755

0

10

0+900

10,496

0

11

1+000

13,052

0

12

1+100

15,007

0

13

1+200

7,210

5,314

14

1+300

2,456

4,530

15

1+400

2,363

2,447

16

1+500

2,556

0

17

1+600

1,720

0,231

18

1+700

0

5,799

19

1+800

0

8,112

20

1+900

0

9,371

Jarak (m)

Volume Penampang (m³) Galian

Timbunan

100

783,5

0

100

364,1

395,6

100

301,6

395,6

100

743,05

0

100

850,8

0

100

867,95

0

100

762,1

0

100

641,25

0

100

862,55

0

100

1177,4

0

100

1402,95

0

100

1110,85

265,70

100

483,30

492,20

100

240,95

348,85

100

245,95

122,35

100

213,80

11,55

100

0

301,50

100

0

695,55

100

0

874,15

79

No

STA

21

Luas Penampang (m²) Galian

Timbunan

2+000

0

6,697

22

2+100

2,928

0,245

23

2+200

3,938

0,479

24

2+300

2,350

4,007

25

2+400

0

3,047

26

2+500

1,944

1,515

27

2+600

3,331

2,609

28

2+700

4,829

1,689

29

2+800

5,445

0,030

30 31 32 33 34 35 36 37

2+900 3+000 3+100 3+200 3+300 3+400 3+500 3+600

8,280 9,709 9,817 9,578 6,790 0 0 0

Jarak (m)

Volume Penampang (m³) Galian

Timbunan

100

0

803,40

100

146,40

347,10

100

343,30

36,20

100

314,40

224,30

100

117,50

352,70

100

97,20

230,81

100

263,75

206,20

100

408,00

214,90

100

513,70

85,95

100

686,25

1,50

100

899,45

0

100

976,30

0

100

969,75

0

100

818,40

0

100

339,50

426,85

100

0

1058,70

100

0

1300,20

100

107,60

858,40

100

478,35

190,05

0 0 0 0 0 8,537 12,637 13,367

38

3+700

2,152

3,801

39

3+800

7,415

0

80

Jadi, dari total hasil perhitungan luasan galian dan timbunan yang dihitung persegmen stasioning adalah sebagai berikut : - Total Pekerjaan Galian

= 16287,9 M3

- Total Pekerjaan Timbunana

= 7138,81 M3 = 7138,81 x Faktor gembur tanah (1,2) = 8566,57 M3

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