Dcp. Contoh

7/22/2019 Dcp. Contoh

1/69

KEGIATAN :

PROPINSI :NO. LINK :RUAS :

TANGGAL :TEKNISI :SOIL & MATERIAL ENG. :

Tumbukan CP Tumbukan CP Tumbukan CP Tumbukan CP

0 0 0 0 0 0

5 5 5 5

5 5 5 5

5 5 5 5

5 5 5 5

5 5 5 5


0 0 0 0 0 0

5 5 5 5

5 5 5 5

5 5 5 5

5 5 5 5

5 5 5 5


0 0 0 0 0 0

5 5 5 5

5 5 5 5

5 5 5 5

5 5 5 5

5 5 5 5

Catatan:

CP = Penetras i Cummulatif (mm)

STA 0+000

STA 0+000 STA 0+000

DYNAMIC CONE PENETROMETER TEST (30 DEGREE)

DATA PENYELIDIKAN CBR LAPANGAN

STA 0+000 STA 0+000 STA 0+000

STA 0+000 STA 0+000

STA 0+000 STA 0+000 STA 0+000 STA 0+000


2/69

Ruas Jalan : Sp. Perhub - Anoe Itam Ruas Jalan : Sp. Perhub - Anoe Itam

Sta : 0+000 Sta :

Elevasi : m 10 Elevasi : m

Sudut Conus DCP: 30o


Tumbukan CP DN CBR CBR* Tumbukan CP DN CBR CBR

0 0 0 0

5 120 2.4 -2.4 8.4 4.88 ## ## 5 110 2.2 -2.2 9.3 4

5 250 2.6 -5.0 7.7 5.13 ## ## 5 200 1.8 -4.0 11.6 45 310 1.2 -6.2 18.3 3.16 ## ## 5 250 1.0 -5.0 22.5 2

5 320 0.2 -6.4 137.5 1.03 ## ## 5 330 1.6 -6.6 13.3 3

5 340 0.4 -6.8 63.0 1.59 ## ## 5 420 1.8 -8.4 11.6 4

# 0.0

# 0.0

# 0.0

# 0.0

# 0.0

6.8 15.80 8.4 19

12.5 12.3

Catatan: Catatan:

CP = Penetrasi Cummulatif (mm) CP = Penetrasi Cummulatif (mm)

DN = Dynamic Number (cm/blow) DN = Dynamic Number (cm/blow)

CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1.125*Log DN))

CBR* = hi x CBR^(1/3) CBR* = hi x CBR^(1/3)hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan tanah pada Lapisan No.1,2,,n

Perhitungan CBR dari Pengujian DCP Perhitungan CBR dari Pengujian DCP

CBR pada titik uji CBR pada titik uji

0+100


3/69


Sta : Sta :

Elevasi : m Elevasi : m



Tumbukan CP DN CBR CBR* Tumbukan CP DN CBR0 0 0 0

5 80 1.6 -1.6 13.3 3.79 5 100 2.0 -2.0 10

5 260 3.6 -5.2 5.3 6.29 5 200 2.0 -4.0 10

5 370 2.2 -7.4 9.3 4.62 5 250 1.0 -5.0 22

5 460 1.8 -9.2 11.6 4.08 5 330 1.6 -6.6 13

5 540 1.6 -10.8 13.3 3.79 5 450 2.4 -9.0 8

10.8 22.55 9.0

9.1 11

Catatan: Catatan:




CBR* = hi x CBR^(1/3) CBR* = hi x CBR^(1/3)

hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan tanah pada Lapisan No.1,2,,n

Perhitungan CBR dari Pengujian DCP

0+600


CBR pada titik uji

0+700

CBR pada titik uji


4/69


Sta : Sta :




Tumbukan CP DN CBR CBR* Tumbukan CP DN CBR

0 0 0 05 90 1.8 -1.8 11.6 4.08 5 10 0.2 -0.2 137

5 220 2.6 -4.4 7.7 5.13 5 110 2.0 -2.2 10

5 310 1.8 -6.2 11.6 4.08 5 270 3.2 -5.4 6

5 410 2.0 -8.2 10.3 4.35 5 500 4.6 -10.0 4

5 490 1.6 -9.8 13.3 3.79 5 800 6.0 -16.0 3

9.8 21.42 16.0

10.4 4

Catatan: Catatan:






CBR pada titik uji


1+300


1+200

CBR pada titik uji


5/69


Sta : Sta :





0 0 0 0

5 100 2.0 -2.0 10.3 4.35 5 120 2.4 -2.4 8

5 270 3.4 -5.4 5.7 6.07 5 280 3.2 -5.6 6

5 360 1.8 -7.2 11.6 4.08 5 380 2.0 -7.6 10

5 450 1.8 -9.0 11.6 4.08 5 460 1.6 -9.2 13

5 630 3.6 -12.6 5.3 6.29 5 520 1.2 -10.4 18

12.6 24.86 10.4

7.7 9Catatan: Catatan:







1+800

CBR pada titik uji


1+900

CBR pada titik uji


6/69


Sta : Sta :





5 90 1.8 -1.8 11.6 4.08 5 50 1.0 -1.0 22

5 240 3.0 -4.8 6.5 5.61 5 130 1.6 -2.6 13

5 380 2.8 -7.6 7.1 5.37 5 200 1.4 -4.0 15

5 540 3.2 -10.8 6.1 5.84 5 220 0.4 -4.4 63

5 710 3.4 -14.2 5.7 6.07 5 350 2.6 -7.0 7

14.2 26.96 7.0

6.8 13

Catatan: Catatan:







2+400 2+500



7/69


Sta : Sta :





0 0 0 05 80 1.6 -1.6 13.3 3.79 5 90 1.8 -1.8 11

5 280 4.0 -5.6 4.7 6.71 5 280 3.8 -5.6 5

5 460 3.6 -9.2 5.3 6.29 5 340 1.2 -6.8 18

5 580 2.4 -11.6 8.4 4.88 5 390 1.0 -7.8 22

5 620 0.8 -12.4 28.9 2.46 5 560 3.4 -11.2 5

12.4 24.12 11.2

7.4 8

Catatan: Catatan:







3+000 3+100



8/69


Sta : Sta :





0 0 0 0

-1.8 5 80 1.6 -1.6 13.3 3.79 # ## 5 90 1.8 -1.8 1

-4.6 5 260 3.6 -5.2 5.3 6.29 # ## 5 270 3.6 -5.4

-7.0 5 320 1.2 -6.4 18.3 3.16 # ## 5 360 1.8 -7.2 1

-10.0 5 440 2.4 -8.8 8.4 4.88 # ## 5 580 4.4 -11.6

-13.0 5 570 2.6 -11.4 7.7 5.13 # ## 5 720 2.8 -14.4

# 0.0

# 0.0

# 0.0

11.4 23.24 14.4

8.5

Catatan: Catatan:








0+300 0+400


9/69


Sta : Sta :





5 10 0.2 -0.2 137.5 1.03 5 100 2.0 -2.0 1

5 90 1.6 -1.8 13.3 3.79 5 230 2.6 -4.6

5 190 2.0 -3.8 10.3 4.35 5 360 2.6 -7.2

5 270 1.6 -5.4 13.3 3.79 5 500 2.8 -10.0

5 350 1.6 -7.0 13.3 3.79 5 630 2.6 -12.6

7.0 16.75 12.6

13.7

Catatan: Catatan:







0+900


1+000

CBR pada titik ujiCBR pada titik uji


10/69


Sta : Sta :





0 0 0 05 160 3.2 -3.2 6.1 5.84 5 70 1.4 -1.4 1

5 260 2.0 -5.2 10.3 4.35 5 270 4.0 -5.4

5 320 1.2 -6.4 18.3 3.16 5 380 2.2 -7.6

5 450 2.6 -9.0 7.7 5.13 5 560 3.6 -11.2

5 680 4.6 -13.6 4.0 7.33 5 720 3.2 -14.4

13.6 25.81 14.4

6.8

Catatan: Catatan:







1+600


1+500



11/69


Sta : Sta :





0 0 0 0

5 80 1.6 -1.6 13.3 3.79 5 50 1.0 -1.0 2

5 120 0.8 -2.4 28.9 2.46 5 150 2.0 -3.0 1

5 210 1.8 -4.2 11.6 4.08 5 210 1.2 -4.2 1

5 230 0.4 -4.6 63.0 1.59 5 280 1.4 -5.6 1

5 470 4.8 -9.4 3.9 7.52 5 390 2.2 -7.8

9.4 19.43 7.8

8.8 1Catatan: Catatan:







2+100

CBR pada titik uji


2+200

CBR pada titik uji


12/69


Sta : Sta :





5 60 1.2 -1.2 18.3 3.16 5 120 2.4 -2.4

5 170 2.2 -3.4 9.3 4.62 5 280 3.2 -5.6

5 380 4.2 -7.6 4.5 6.92 5 320 0.8 -6.4 2

5 400 0.4 -8.0 63.0 1.59 5 510 3.8 -10.2

5 430 0.6 -8.6 40.0 2.05 5 640 2.6 -12.8

8.6 18.35 12.8

9.7

Catatan: Catatan:







2+700 2+800



13/69


Sta : Sta :





0 0 0 05 130 2.6 -2.6 7.7 5.13 5 120 2.4 -2.4

5 240 2.2 -4.8 9.3 4.62 5 220 2.0 -4.4 1

5 340 2.0 -6.8 10.3 4.35 5 360 2.8 -7.2

5 430 1.8 -8.6 11.6 4.08 5 450 1.8 -9.0 1

5 560 2.6 -11.2 7.7 5.13 5 550 2.0 -11.0 1

11.2 23.31 11.0

9.0

Catatan: Catatan:







3+300 3+400



14/69

KEGIATAN : PERENCANAAN TEKNIS JALAN BALOHAN - SABANG Cs. PAKET (PR-JLJB/04/2011)

PROPINSI : ACEH

NO. LINK : -

RUAS : IE MEULEE (SP. PERHUBUNGAN) - ANOE ITAM

TANGGAL : 11 AGUSTUS 2011

TEKNISI : WILSONSOIL & MATERIAL ENG. : WIDIA YULIANTI, ST

Tumbukan CP DN CBR CBR* Tumbukan CP DN CBR CBR*

0 0 0 0

5 120 2.4 -2.4 8.4 4.88 5 110 2.2 -2.2 9.3 4.62

5 250 2.6 -5.0 7.7 5.13 5 200 1.8 -4.0 11.6 4.08

5 310 1.2 -6.2 18.3 3.16 5 250 1.0 -5.0 22.5 2.82

5 320 0.2 -6.4 137.5 1.03 5 330 1.6 -6.6 13.3 3.79

5 340 0.4 -6.8 63.0 1.59 5 420 1.8 -8.4 11.6 4.08

6.8 15.80 8.4 19.38

12.53 12.28


0 0 0 0

5 90 1.8 -1.8 11.6 4.08 # 5 80 1.6 -1.6 13.3 3.79

5 230 2.8 -4.6 7.1 5.37 # 5 260 3.6 -5.2 5.3 6.29

5 350 2.4 -7.0 8.4 4.88 # 5 320 1.2 -6.4 18.3 3.16

5 500 3.0 -10.0 6.5 5.61 # 5 440 2.4 -8.8 8.4 4.88

5 650 3.0 -13.0 6.5 5.61 # 5 570 2.6 -11.4 7.7 5.13

13.0 25.54 11.4 23.24

7.59 8.48


0 0 0 0

5 90 1.8 -1.8 11.6 4.08 5 110 2.2 -2.2 9.3 4.62

5 270 3.6 -5.4 5.3 6.29 5 270 3.2 -5.4 6.1 5.84

5 360 1.8 -7.2 11.6 4.08 5 390 2.4 -7.8 8.4 4.88

5 580 4.4 -11.6 4.2 7.13 5 530 2.8 -10.6 7.1 5.375 720 2.8 -14.4 7.1 5.37 5 790 5.2 -15.8 3.5 7.91

14.4 26.94 15.8 28.62

6.54 5.94

Catatan: Catatan:





STA 0+400 STA 0+500



STA 0+200 STA 0+300


STA 0+000 STA 0+100


STATION PENYELIDIKAN : STA 0 + 000 - STA 3+500


15/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 80 1.6 -1.6 13.3 3.79 5 100 2.0 -2.0 10.3 4.35

5 260 3.6 -5.2 5.3 6.29 5 200 2.0 -4.0 10.3 4.35

5 370 2.2 -7.4 9.3 4.62 5 250 1.0 -5.0 22.5 2.82

5 460 1.8 -9.2 11.6 4.08 5 330 1.6 -6.6 13.3 3.79

5 540 1.6 -10.8 13.3 3.79 5 450 2.4 -9.0 8.4 4.88

10.8 22.55 9.0 20.19

9.11 11.30


0 0 0 0

5 120 2.4 -2.4 8.4 4.88 5 10 0.2 -0.2 137.5 1.03

5 260 2.8 -5.2 7.1 5.37 5 90 1.6 -1.8 13.3 3.79

5 310 1.0 -6.2 22.5 2.82 5 190 2.0 -3.8 10.3 4.35

5 350 0.8 -7.0 28.9 2.46 5 270 1.6 -5.4 13.3 3.79

5 460 2.2 -9.2 9.3 4.62 5 350 1.6 -7.0 13.3 3.79

9.2 20.15 7.0 16.75

10.51 13.69


0 0 0 0

5 100 2.0 -2.0 10.3 4.35 5 90 1.8 -1.8 11.6 4.08

5 230 2.6 -4.6 7.7 5.13 5 160 1.4 -3.2 15.4 3.48

5 360 2.6 -7.2 7.7 5.13 5 270 2.2 -5.4 9.3 4.62

5 500 2.8 -10.0 7.1 5.37 5 310 0.8 -6.2 28.9 2.465 630 2.6 -12.6 7.7 5.13 5 430 2.4 -8.6 8.4 4.88

12.6 25.11 8.6 19.51

7.92 11.68

Catatan: Catatan:






STA 1+000 STA 1+100


STA 0+800 STA 0+900


STA 0+600 STA 0+700


16/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 90 1.8 -1.8 11.6 4.08 5 10 0.2 -0.2 137.5 1.03

5 220 2.6 -4.4 7.7 5.13 5 110 2.0 -2.2 10.3 4.35

5 310 1.8 -6.2 11.6 4.08 5 270 3.2 -5.4 6.1 5.84

5 410 2.0 -8.2 10.3 4.35 5 500 4.6 -10.0 4.0 7.33

5 490 1.6 -9.8 13.3 3.79 5 800 6.0 -16.0 3.0 8.65

9.8 21.42 16.0 27.20

10.44 4.91


0 0 0 0

5 80 1.6 -1.6 13.3 3.79 5 160 3.2 -3.2 6.1 5.84

5 240 3.2 -4.8 6.1 5.84 5 260 2.0 -5.2 10.3 4.35

5 370 2.6 -7.4 7.7 5.13 5 320 1.2 -6.4 18.3 3.16

5 410 0.8 -8.2 28.9 2.46 5 450 2.6 -9.0 7.7 5.13

5 520 2.2 -10.4 9.3 4.62 5 680 4.6 -13.6 4.0 7.33

10.4 21.83 13.6 25.81

9.25 6.84


0 0 0 0

5 70 1.4 -1.4 15.4 3.48 5 90 1.8 -1.8 11.6 4.08

5 270 4.0 -5.4 4.7 6.71 5 250 3.2 -5.0 6.1 5.84

5 380 2.2 -7.6 9.3 4.62 5 340 1.8 -6.8 11.6 4.08

5 560 3.6 -11.2 5.3 6.29 5 580 4.8 -11.6 3.9 7.525 720 3.2 -14.4 6.1 5.84 5 630 1.0 -12.6 22.5 2.82

14.4 26.94 12.6 24.34

6.55 7.21

Catatan: Catatan:






STA 1+600 STA 1+700


STA 1+400 STA 1+500


STA 1+200 STA 1+300


17/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 100 2.0 -2.0 10.3 4.35 5 120 2.4 -2.4 8.4 4.88

5 270 3.4 -5.4 5.7 6.07 5 280 3.2 -5.6 6.1 5.84

5 360 1.8 -7.2 11.6 4.08 5 380 2.0 -7.6 10.3 4.35

5 450 1.8 -9.0 11.6 4.08 5 460 1.6 -9.2 13.3 3.79

5 630 3.6 -12.6 5.3 6.29 5 520 1.2 -10.4 18.3 3.16

12.6 24.86 10.4 22.02

7.68 9.49


0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 80 1.6 -1.6 13.3 3.79

5 130 1.6 -2.6 13.3 3.79 5 120 0.8 -2.4 28.9 2.46

5 200 1.4 -4.0 15.4 3.48 5 210 1.8 -4.2 11.6 4.08

5 260 1.2 -5.2 18.3 3.16 5 230 0.4 -4.6 63.0 1.59

5 380 2.4 -7.6 8.4 4.88 5 470 4.8 -9.4 3.9 7.52

7.6 18.13 9.4 19.43

13.59 8.84


0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 80 1.6 -1.6 13.3 3.79

5 150 2.0 -3.0 10.3 4.35 5 250 3.4 -5.0 5.7 6.075 210 1.2 -4.2 18.3 3.16 5 340 1.8 -6.8 11.6 4.08

5 280 1.4 -5.6 15.4 3.48 5 420 1.6 -8.4 13.3 3.79

5 390 2.2 -7.8 9.3 4.62 5 530 2.2 -10.6 9.3 4.62

7.8 18.44 10.6 22.33

13.22 9.35

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1.125*Log DN))CBR* = hi x CBR^(1/3) CBR* = hi x CBR^(1/3)


STA 2+000 STA 2+100


STA 2+200 STA 2+300



STA 1+800 STA 1+900


18/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 90 1.8 -1.8 11.6 4.08 5 50 1.0 -1.0 22.5 2.82

5 240 3.0 -4.8 6.5 5.61 5 130 1.6 -2.6 13.3 3.79

5 380 2.8 -7.6 7.1 5.37 5 200 1.4 -4.0 15.4 3.48

5 540 3.2 -10.8 6.1 5.84 5 220 0.4 -4.4 63.0 1.59

5 710 3.4 -14.2 5.7 6.07 5 350 2.6 -7.0 7.7 5.13

14.2 26.96 7.0 16.81

6.84 13.86


0 0 0 0

5 130 2.6 -2.6 7.7 5.13 5 60 1.2 -1.2 18.3 3.16

5 200 1.4 -4.0 15.4 3.48 5 170 2.2 -3.4 9.3 4.62

5 270 1.4 -5.4 15.4 3.48 5 380 4.2 -7.6 4.5 6.92

5 360 1.8 -7.2 11.6 4.08 5 400 0.4 -8.0 63.0 1.59

5 570 4.2 -11.4 4.5 6.92 5 430 0.6 -8.6 40.0 2.05

11.4 23.09 8.6 18.35

8.31 9.71


0 0 0 0

5 120 2.4 -2.4 8.4 4.88 5 40 0.8 -0.8 28.9 2.46

5 280 3.2 -5.6 6.1 5.84 5 150 2.2 -3.0 9.3 4.62

5 320 0.8 -6.4 28.9 2.46 5 200 1.0 -4.0 22.5 2.82

5 510 3.8 -10.2 5.0 6.50 5 220 0.4 -4.4 63.0 1.595 640 2.6 -12.8 7.7 5.13 5 340 2.4 -6.8 8.4 4.88

12.8 24.80 6.8 16.37

7.28 13.95

Catatan: Catatan:






STA 2+800 STA 2+900


STA 2+600 STA 2+700


STA 2+400 STA 2+500


19/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 80 1.6 -1.6 13.3 3.79 5 90 1.8 -1.8 11.6 4.08

5 280 4.0 -5.6 4.7 6.71 5 280 3.8 -5.6 5.0 6.50

5 460 3.6 -9.2 5.3 6.29 5 340 1.2 -6.8 18.3 3.16

5 580 2.4 -11.6 8.4 4.88 5 390 1.0 -7.8 22.5 2.82

5 620 0.8 -12.4 28.9 2.46 5 560 3.4 -11.2 5.7 6.07

12.4 24.12 11.2 22.63

7.36 8.25


0 0 0 0

5 10 0.2 -0.2 137.5 1.03 5 130 2.6 -2.6 7.7 5.13

5 20 0.2 -0.4 137.5 1.03 5 240 2.2 -4.8 9.3 4.62

5 270 5.0 -5.4 3.7 7.72 5 340 2.0 -6.8 10.3 4.35

5 320 1.0 -6.4 22.5 2.82 5 430 1.8 -8.6 11.6 4.08

5 470 3.0 -9.4 6.5 5.61 5 560 2.6 -11.2 7.7 5.13

9.4 18.21 11.2 23.31

7.28 9.01


0 0 0 0

5 120 2.4 -2.4 8.4 4.88 5 90 1.8 -1.8 11.6 4.08

5 220 2.0 -4.4 10.3 4.35 5 180 1.8 -3.6 11.6 4.08

5 360 2.8 -7.2 7.1 5.37 5 250 1.4 -5.0 15.4 3.485 450 1.8 -9.0 11.6 4.08 5 300 1.0 -6.0 22.5 2.82

5 550 2.0 -11.0 10.3 4.35 5 450 3.0 -9.0 6.5 5.61

11.0 23.03 9.0 20.07

9.18 11.08

Catatan: Catatan:






STA 3+400 STA 3+500


STA 3+200 STA 3+300


STA 3+000 STA 3+100


20/69

Ruas Jalan : Sp. Aron - Uj. Seukee Ruas Jalan : Sp. Aron - Uj

Sta : 0+000 Sta :

Elevasi : m 10 Elevasi :


Sudut Conus DCP:

Tumbukan CP DN CBR CBR* Tumbukan CP

0 0 0 0

5 90 1.8 -1.8 11.6 4.08 ## ## 5 100

5 120 0.6 -2.4 40.0 2.05 ## ## 5 230

5 250 2.6 -5.0 7.7 5.13 ## ## 5 250

5 470 4.4 -9.4 4.2 7.13 ## ## 5 420

5 540 1.4 -10.8 15.4 3.48 ## ## 5 570

# ##

# ##

# ##

# ##

# ##

10.8 21.86

8.3

Catatan: Catatan:





hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan tanah pada Lapisan N

0+100

CBR pada titik uji CBR pada titik u

Perhitungan CBR dari Pengujian DCP Perhi


21/69

Ruas Jalan : Sp. Aron - Uj. Seukee Ruas Jalan : Sp

Sta : Sta :

Elevasi : m Elevasi :


Sudut Conus DC

Tumbukan CP DN CBR CBR* Tumbukan0 0 0

5 110 2.2 -2.2 9.3 4.62 5

5 170 1.2 -3.4 18.3 3.16 5

5 220 1.0 -4.4 22.5 2.82 5

5 380 3.2 -7.6 6.1 5.84 5

5 450 1.4 -9.0 15.4 3.48 5

9.0 19.93

10.9Catatan: Catatan:

CP = Penetrasi Cummulatif (mm) CP = Penetrasi Cum

DN = Dynamic Number (cm/blow) DN = Dynamic Num

CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1.

CBR* = hi x CBR^(1/3) CBR* = hi x CBR^(1

hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan tanah

CBR pada titik uji CB

0+600 0+



22/69


Sta : Sta :



Sudut Conus DC

Tumbukan CP DN CBR CBR* Tumbukan

0 0 05 130 2.6 -2.6 7.7 5.13 5

5 250 2.4 -5.0 8.4 4.88 5

5 320 1.4 -6.4 15.4 3.48 5

5 400 1.6 -8.0 13.3 3.79 5

5 420 0.4 -8.4 63.0 1.59 5

TETAP

8.4 18.87

11.3

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1.




1+200 1+



23/69


Sta : Sta :



Sudut Conus DC


0 0 0

5 80 1.6 -1.6 13.3 3.79 5

5 120 0.8 -2.4 28.9 2.46 5

5 250 2.6 -5.0 7.7 5.13 5

5 340 1.8 -6.8 11.6 4.08 5

5 390 1.0 -7.8 22.5 2.82 5

7.8 18.27




CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1

CBR* = hi x CBR^(1/3) CBR* = hi x CBR^(



1+800 1+



24/69


Sta : Sta :



Sudut Conus DC


5 50 1.0 -1.0 22.5 2.82 5

5 130 1.6 -2.6 13.3 3.79 5

5 200 1.4 -4.0 15.4 3.48 5

5 220 0.4 -4.4 63.0 1.59 5

5 350 2.6 -7.0 7.7 5.13 5

7.0 16.81




CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1




2+400 2+



25/69


Sta : Sta :



Sudut Conus DC


0 0 0

5 70 1.4 -1.4 15.4 3.48 5

5 240 3.4 -4.8 5.7 6.07 5

5 370 2.6 -7.4 7.7 5.13 5

5 430 1.2 -8.6 18.3 3.16 5

5 450 0.4 -9.0 63.0 1.59 5

9.0 19.43

10.1

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1



Ruas Jalan : 0 Ruas Jalan :

Sta : Sta :



Sudut Conus DC


0 0 0

5 80 1.6 -1.6 13.3 3.79 5

5 200 2.4 -4.0 8.4 4.88 5

5 280 1.6 -5.6 13.3 3.79 5

5 380 2.0 -7.6 10.3 4.35 55 530 3.0 -10.6 6.5 5.61 5

TETAP


3+000 3+



3+600 3+


26/69


Sta : Sta :



Sudut Conus DC


0 0 0

5 60 1.2 -1.2 18.3 3.16 5

5 160 2.0 -3.2 10.3 4.35 5

5 310 3.0 -6.2 6.5 5.61 5

5 380 1.4 -7.6 15.4 3.48 5

5 450 1.4 -9.0 15.4 3.48 5

TETAP

9.0 20.09

11.1

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1




Sta : Sta :



Sudut Conus DC


0 0 0

5 90 1.8 -1.8 11.6 4.08 5

5 210 2.4 -4.2 8.4 4.88 5

5 300 1.8 -6.0 11.6 4.08 5

5 410 2.2 -8.2 9.3 4.62 5

5 600 3.8 -12.0 5.0 6.50 5

TETAP


4+200 4+



4+800 4+


27/69


Sta : Sta :



Sudut Conus DC


0 0 0

5 50 1.0 -1.0 22.5 2.82 5

5 150 2.0 -3.0 10.3 4.35 5

5 220 1.4 -4.4 15.4 3.48 5

5 340 2.4 -6.8 8.4 4.88 5

5 490 3.0 -9.8 6.5 5.61 5

9.8 21.15

10.0

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1




Sta : Sta :



Sudut Conus DC


0 0 0

5 30 0.6 -0.6 40.0 2.05 5

5 190 3.2 -3.8 6.1 5.84 5

5 270 1.6 -5.4 13.3 3.79 5

5 400 2.6 -8.0 7.7 5.13 5

5 510 2.2 -10.2 9.3 4.62 5

TETAP


5+500 5



6+100 6


28/69


Sta : Sta :



Sudut Conus DC


5 30 0.6 -0.6 40.0 2.05 5

5 120 1.8 -2.4 11.6 4.08 5

5 200 1.6 -4.0 13.3 3.79 5

5 340 2.8 -6.8 7.1 5.37 5

5 390 1.0 -7.8 22.5 2.82 5

7.8 18.11

12.5

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1




6+700 6



29/69

Ruas Jalan : Sp. Aron - Uj. Seukee Ruas Jalan :

Sta : Sta :



Sudut Conus


0 0 0

-1.2 5 70 1.4 -1.4 15.4 3.48 # ## 5

-3.0 5 270 4.0 -5.4 4.7 6.71 # ## 5

-5.6 5 320 1.0 -6.4 22.5 2.82 # ## 5

-7.4 5 430 2.2 -8.6 9.3 4.62 # ## 5

-8.4 5 580 3.0 -11.6 6.5 5.61 # ## 5

# 0.0

# 0.0

# 0.0

11.6 23.25

8.1

Catatan: Catatan:

CP = Penetrasi Cummulatif (mm) CP = Penetrasi C

DN = Dynamic Number (cm/blow) DN = Dynamic N

CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.35

CBR* = hi x CBR^(1/3) CBR* = hi x CB

hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan ta

0+300

CBR pada titik uji



30/69

Ruas Jalan : Sp. Aron - Uj. Seukee Ruas Jalan

Sta : Sta

Elevasi : m Elevasi


Sudut Con

Tumbukan CP DN CBR CBR* Tumbuk

0 0 0

5 10 0.2 -0.2 137.5 1.03 5

5 110 2.0 -2.2 10.3 4.35 5

5 190 1.6 -3.8 13.3 3.79 5

5 270 1.6 -5.4 13.3 3.79 5

5 380 2.2 -7.6 9.3 4.62 5

7.6 17.5812.4

Catatan: Catatan:

CP = Penetrasi Cummulatif (mm) CP = Penetra

DN = Dynamic Number (cm/blow) DN = Dynam

CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1

CBR* = hi x CBR^(1/3) CBR* = hi x

hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebala

CBR pada titik uji

0+900



31/69


Sta : Sta :



Sudut Conus


0 0 05 80 1.6 -1.6 13.3 3.79 5

5 250 3.4 -5.0 5.7 6.07 5

5 310 1.2 -6.2 18.3 3.16 5

5 540 4.6 -10.8 4.0 7.33 5

5 570 0.6 -11.4 40.0 2.05 5

TETAP

11.4 22.39

7.6

Catatan: Catatan:

CP = Penetrasi Cummulatif (mm) CP = Penetrasi

DN = Dynamic Number (cm/blow) DN = Dynamic

CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.35


hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan t

CBR pada titik uji

1+500



32/69


Sta : Sta :



Sudut Conus


0 0 0

5 30 0.6 -0.6 40.0 2.05 5

5 130 2.0 -2.6 10.3 4.35 5

5 320 3.8 -6.4 5.0 6.50 5

5 460 2.8 -9.2 7.1 5.37 5

5 520 1.2 -10.4 18.3 3.16 5

TETAP

10.4 21.44




CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.35



CBR pada titik uji

2+100



33/69


Sta : Sta



Sudut Conus


5 90 1.8 -1.8 11.6 4.08 5

5 120 0.6 -2.4 40.0 2.05 5

5 240 2.4 -4.8 8.4 4.88 5

5 300 1.2 -6.0 18.3 3.16 5

5 370 1.4 -7.4 15.4 3.48 5

7.4 17.65




CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.35



CBR pada titik uji

2+700



34/69


Sta : Sta



Sudut Conus


0 0 0

5 30 0.6 -0.6 40.0 2.05 5

5 160 2.6 -3.2 7.7 5.13 5

5 340 3.6 -6.8 5.3 6.29 5

5 430 1.8 -8.6 11.6 4.08 5

5 530 2.0 -10.6 10.3 4.35 5

TETAP

10.6 21.89

8.8

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.3


hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan


Sta : Sta



Sudut Conus


0 0 0

5 40 0.8 -0.8 28.9 2.46 5

5 130 1.8 -2.6 11.6 4.08 5

5 240 2.2 -4.8 9.3 4.62 5

5 370 2.6 -7.4 7.7 5.13 55 390 0.4 -7.8 63.0 1.59 5

CBR pada titik uji

3+300



3+900


35/69


Sta : Sta

Elevasi : m Elevasi


Sudut Conu


0 0 0

5 60 1.2 -1.2 18.3 3.16 5

5 150 1.8 -3.0 11.6 4.08 5

5 260 2.2 -5.2 9.3 4.62 5

5 340 1.6 -6.8 13.3 3.79 5

5 360 0.4 -7.2 63.0 1.59 5

7.2 17.24

13.7

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.3

CBR* = hi x CBR^(1/3) CBR* = hi x C



Sta : Sta

Elevasi : m Elevasi


Sudut Conu


0 0 0

5 60 1.2 -1.2 18.3 3.16 5

5 150 1.8 -3.0 11.6 4.08 5

5 260 2.2 -5.2 9.3 4.62 5

5 340 1.6 -6.8 13.3 3.79 5

5 360 0.4 -7.2 63.0 1.59 5


4+500

CBR pada titik uji


5+100


36/69


Sta : Sta

Elevasi : m Elevasi


Sudut Conus


0 0 0

5 60 1.2 -1.2 18.3 3.16 5

5 140 1.6 -2.8 13.3 3.79 5

5 240 2.0 -4.8 10.3 4.35 5

5 360 2.4 -7.2 8.4 4.88 5

5 370 0.2 -7.4 137.5 1.03 5

7.4 17.21

12.6

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.3

CBR* = hi x CBR^(1/3) CBR* = hi x C



Sta : Sta

Elevasi : m Elevasi


Sudut Conus


0 0 0

5 50 1.0 -1.0 22.5 2.82 5

5 170 2.4 -3.4 8.4 4.88 5

5 280 2.2 -5.6 9.3 4.62 5

5 360 1.6 -7.2 13.3 3.79 5

5 370 0.2 -7.4 137.5 1.03 5


5+800

CBR pada titik uji


6+400


37/69


38/69


PROPINSI : ACEH

NO. LINK : -

RUAS : SP. ARON - UJONG SEUKEE




0 0 0 0

5 90 1.8 -1.8 11.6 4.08 5 100 2.0 -2.0 10.3 4.35

5 120 0.6 -2.4 40.0 2.05 5 230 2.6 -4.6 7.7 5.13

5 250 2.6 -5.0 7.7 5.13 5 250 0.4 -5.0 63.0 1.59

5 470 4.4 -9.4 4.2 7.13 5 420 3.4 -8.4 5.7 6.07

5 540 1.4 -10.8 15.4 3.48 5 570 3.0 -11.4 6.5 5.61

10.8 21.86 11.4 22.75

8.30 7.95


0 0 0 0

5 60 1.2 -1.2 18.3 3.16 # 5 70 1.4 -1.4 15.4 3.48

5 150 1.8 -3.0 11.6 4.08 # 5 270 4.0 -5.4 4.7 6.71

5 280 2.6 -5.6 7.7 5.13 # 5 320 1.0 -6.4 22.5 2.82

5 370 1.8 -7.4 11.6 4.08 # 5 430 2.2 -8.6 9.3 4.62

5 420 1.0 -8.4 22.5 2.82 # 5 580 3.0 -11.6 6.5 5.61

8.4 19.27 11.6 23.25

12.07 8.05


0 0 0 0

5 70 1.4 -1.4 15.4 3.48 5 40 0.8 -0.8 28.9 2.46

5 240 3.4 -4.8 5.7 6.07 5 250 4.2 -5.0 4.5 6.92

5 380 2.8 -7.6 7.1 5.37 5 440 3.8 -8.8 5.0 6.50

5 570 3.8 -11.4 5.0 6.50 5 570 2.6 -11.4 7.7 5.135 680 2.2 -13.6 9.3 4.62 5 650 1.6 -13.0 13.3 3.79

13.6 26.04 13.0 24.79

7.02 6.94

Catatan: Catatan:







STA 0+000 STA 0+100


STA 0+200 STA 0+300


STA 0+400 STA 0+500




39/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 110 2.2 -2.2 9.3 4.62 5 140 2.8 -2.8 7.1 5.37

5 170 1.2 -3.4 18.3 3.16 5 350 4.2 -7.0 4.5 6.92

5 220 1.0 -4.4 22.5 2.82 5 460 2.2 -9.2 9.3 4.62

5 380 3.2 -7.6 6.1 5.84 5 610 3.0 -12.2 6.5 5.61

5 450 1.4 -9.0 15.4 3.48 5 650 0.8 -13.0 28.9 2.46

9.0 19.93 13.0 24.98

10.86 7.09


0 0 0 0

5 70 1.4 -1.4 15.4 3.48 5 10 0.2 -0.2 137.5 1.03

5 230 3.2 -4.6 6.1 5.84 5 110 2.0 -2.2 10.3 4.35

5 260 0.6 -5.2 40.0 2.05 5 190 1.6 -3.8 13.3 3.79

5 380 2.4 -7.6 8.4 4.88 5 270 1.6 -5.4 13.3 3.79

5 450 1.4 -9.0 15.4 3.48 5 380 2.2 -7.6 9.3 4.62

9.0 19.74 7.6 17.58

10.55 12.37


0 0 0 0

5 10 0.2 -0.2 137.5 1.03

5 90 1.6 -1.8 13.3 3.79

5 190 2.0 -3.8 10.3 4.35

5 250 1.2 -5.0 18.3 3.16

5 350 2.0 -7.0 10.3 4.35

7.0 16.69 0.0 -

13.55

Catatan: Catatan:






STA 0+600 STA 0+700



STA 0+800 STA 0+900


STA 1+000 STA 1+100


40/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 130 2.6 -2.6 7.7 5.13 5 10 0.2 -0.2 137.5 1.03

5 250 2.4 -5.0 8.4 4.88 5 80 1.4 -1.6 15.4 3.48

5 320 1.4 -6.4 15.4 3.48 5 190 2.2 -3.8 9.3 4.62

5 400 1.6 -8.0 13.3 3.79 5 250 1.2 -5.0 18.3 3.16

5 420 0.4 -8.4 63.0 1.59 5 350 2.0 -7.0 10.3 4.35

8.4 18.87 7.0 16.65

11.34 13.46


0 0 0 0

5 10 0.2 -0.2 137.5 1.03 5 80 1.6 -1.6 13.3 3.79

5 80 1.4 -1.6 15.4 3.48 5 250 3.4 -5.0 5.7 6.07

5 210 2.6 -4.2 7.7 5.13 5 310 1.2 -6.2 18.3 3.16

5 350 2.8 -7.0 7.1 5.37 5 540 4.6 -10.8 4.0 7.33

5 490 2.8 -9.8 7.1 5.37 5 570 0.6 -11.4 40.0 2.05

9.8 20.39 11.4 22.39

9.01 7.58


0 0 0 0

5 80 1.6 -1.6 13.3 3.79 5 80 1.6 -1.6 13.3 3.79

5 160 1.6 -3.2 13.3 3.79 5 150 1.4 -3.0 15.4 3.48

5 230 1.4 -4.6 15.4 3.48 5 270 2.4 -5.4 8.4 4.88

5 320 1.8 -6.4 11.6 4.08 5 360 1.8 -7.2 11.6 4.08

5 430 2.2 -8.6 9.3 4.62 5 400 0.8 -8.0 28.9 2.46

8.6 19.75 8.0 18.68

12.12 12.73

Catatan: Catatan:






STA 1+200 STA 1+300



STA 1+400 STA 1+500


STA 1+600 STA 1+700


41/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 80 1.6 -1.6 13.3 3.79 5 90 1.8 -1.8 11.6 4.08

5 120 0.8 -2.4 28.9 2.46 5 160 1.4 -3.2 15.4 3.48

5 250 2.6 -5.0 7.7 5.13 5 270 2.2 -5.4 9.3 4.62

5 340 1.8 -6.8 11.6 4.08 5 340 1.4 -6.8 15.4 3.48

5 390 1.0 -7.8 22.5 2.82 5 390 1.0 -7.8 22.5 2.82

7.8 18.27 7.8 18.49

12.85 13.31


0 0 0 0

5 40 0.8 -0.8 28.9 2.46 5 30 0.6 -0.6 40.0 2.05

5 110 1.4 -2.2 15.4 3.48 5 130 2.0 -2.6 10.3 4.35

5 280 3.4 -5.6 5.7 6.07 5 320 3.8 -6.4 5.0 6.50

5 340 1.2 -6.8 18.3 3.16 5 460 2.8 -9.2 7.1 5.37

5 400 1.2 -8.0 18.3 3.16 5 520 1.2 -10.4 18.3 3.16

8.0 18.33 10.4 21.44

12.03 8.76


0 0 0 0

5 10 0.2 -0.2 137.5 1.03 5 30 0.6 -0.6 40.0 2.05

5 220 4.2 -4.4 4.5 6.92 5 140 2.2 -2.8 9.3 4.62

5 260 0.8 -5.2 28.9 2.46 5 220 1.6 -4.4 13.3 3.79

5 280 0.4 -5.6 63.0 1.59 5 320 2.0 -6.4 10.3 4.35

5 360 1.6 -7.2 13.3 3.79 5 400 1.6 -8.0 13.3 3.79

7.2 15.79 8.0 18.60

10.54 12.56

Catatan: Catatan:






STA 2+200 STA 2+300


STA 1+800 STA 1+900

STA 2+000 STA 2+100




42/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 120 2.4 -2.4 8.4 4.88

5 130 1.6 -2.6 13.3 3.79 5 240 2.4 -4.8 8.4 4.88

5 200 1.4 -4.0 15.4 3.48 5 300 1.2 -6.0 18.3 3.16

5 220 0.4 -4.4 63.0 1.59 5 340 0.8 -6.8 28.9 2.46

5 350 2.6 -7.0 7.7 5.13 5 360 0.4 -7.2 63.0 1.59

7.0 16.81 7.2 16.97

13.86 13.09


0 0 0 0

5 90 1.8 -1.8 11.6 4.08 5 90 1.8 -1.8 11.6 4.08

5 210 2.4 -4.2 8.4 4.88 5 120 0.6 -2.4 40.0 2.05

5 310 2.0 -6.2 10.3 4.35 5 240 2.4 -4.8 8.4 4.88

5 400 1.8 -8.0 11.6 4.08 5 300 1.2 -6.0 18.3 3.16

5 500 2.0 -10.0 10.3 4.35 5 370 1.4 -7.4 15.4 3.48

10.0 21.74 7.4 17.65

10.27 13.57


0 0 0 0

5 70 1.4 -1.4 15.4 3.48 5 90 1.8 -1.8 11.6 4.08

5 160 1.8 -3.2 11.6 4.08 5 190 2.0 -3.8 10.3 4.35

5 250 1.8 -5.0 11.6 4.08 5 300 2.2 -6.0 9.3 4.62

5 350 2.0 -7.0 10.3 4.35 5 400 2.0 -8.0 10.3 4.35

5 410 1.2 -8.2 18.3 3.16 5 490 1.8 -9.8 11.6 4.08

8.2 19.15 9.8 21.48

12.74 10.53

Catatan: Catatan:







STA 2+600 STA 2+700


STA 2+800 STA 2+900


STA 2+400 STA 2+500


43/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 70 1.4 -1.4 15.4 3.48 5 50 1.0 -1.0 22.5 2.82

5 240 3.4 -4.8 5.7 6.07 5 160 2.2 -3.2 9.3 4.62

5 370 2.6 -7.4 7.7 5.13 5 210 1.0 -4.2 22.5 2.82

5 430 1.2 -8.6 18.3 3.16 5 240 0.6 -4.8 40.0 2.05

5 450 0.4 -9.0 63.0 1.59 5 370 2.6 -7.4 7.7 5.13

9.0 19.43 7.4 17.45

10.07 13.10


0 0 0 0

5 60 1.2 -1.2 18.3 3.16 5 30 0.6 -0.6 40.0 2.05

5 210 3.0 -4.2 6.5 5.61 5 160 2.6 -3.2 7.7 5.13

5 270 1.2 -5.4 18.3 3.16 5 340 3.6 -6.8 5.3 6.29

5 320 1.0 -6.4 22.5 2.82 5 430 1.8 -8.6 11.6 4.08

5 470 3.0 -9.4 6.5 5.61 5 530 2.0 -10.6 10.3 4.35

9.4 20.37 10.6 21.89

10.17 8.81


0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 60 1.2 -1.2 18.3 3.16

5 260 4.2 -5.2 4.5 6.92 5 200 2.8 -4.0 7.1 5.37

5 360 2.0 -7.2 10.3 4.35 5 370 3.4 -7.4 5.7 6.07

5 450 1.8 -9.0 11.6 4.08 5 480 2.2 -9.6 9.3 4.62

5 550 2.0 -11.0 10.3 4.35 5 570 1.8 -11.4 11.6 4.08

11.0 22.53 11.4 23.30

8.59 8.53

Catatan: Catatan:






CBR pada titik uji

STA 3+000 STA 3+100


STA 3+200 STA 3+300


STA 3+400 STA 3+500

CBR pada titik uji


44/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 80 1.6 -1.6 13.3 3.79 5 50 1.0 -1.0 22.5 2.82

5 200 2.4 -4.0 8.4 4.88 5 190 2.8 -3.8 7.1 5.37

5 280 1.6 -5.6 13.3 3.79 5 240 1.0 -4.8 22.5 2.82

5 380 2.0 -7.6 10.3 4.35 5 280 0.8 -5.6 28.9 2.46

5 530 3.0 -10.6 6.5 5.61 5 360 1.6 -7.2 13.3 3.79

10.6 22.41 7.2 17.26

9.45 13.77


0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 40 0.8 -0.8 28.9 2.46

5 220 3.4 -4.4 5.7 6.07 5 130 1.8 -2.6 11.6 4.08

5 270 1.0 -5.4 22.5 2.82 5 240 2.2 -4.8 9.3 4.62

5 310 0.8 -6.2 28.9 2.46 5 370 2.6 -7.4 7.7 5.13

5 340 0.6 -6.8 40.0 2.05 5 390 0.4 -7.8 63.0 1.59

6.8 16.22 7.8 17.87

13.56 12.03


0 0 0 0

5 40 0.8 -0.8 28.9 2.46 5 110 2.2 -2.2 9.3 4.62

5 140 2.0 -2.8 10.3 4.35 5 250 2.8 -5.0 7.1 5.37

5 240 2.0 -4.8 10.3 4.35 5 270 0.4 -5.4 63.0 1.59

5 380 2.8 -7.6 7.1 5.37 5 300 0.6 -6.0 40.0 2.05

5 460 1.6 -9.2 13.3 3.79 5 370 1.4 -7.4 15.4 3.48

9.2 20.32 7.4 17.12

10.78 12.38

Catatan: Catatan:







STA 4+000 STA 4+100


STA 3+800 STA 3+900


STA 3+600 STA 3+700


45/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 60 1.2 -1.2 18.3 3.16 5 50 1.0 -1.0 22.5 2.82

5 160 2.0 -3.2 10.3 4.35 5 120 1.4 -2.4 15.4 3.48

5 310 3.0 -6.2 6.5 5.61 5 230 2.2 -4.6 9.3 4.62

5 380 1.4 -7.6 15.4 3.48 5 250 0.4 -5.0 63.0 1.59

5 450 1.4 -9.0 15.4 3.48 5 390 2.8 -7.8 7.1 5.37

9.0 20.09 7.8 17.89

11.13 12.07


0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 60 1.2 -1.2 18.3 3.16

5 170 2.4 -3.4 8.4 4.88 5 150 1.8 -3.0 11.6 4.08

5 280 2.2 -5.6 9.3 4.62 5 260 2.2 -5.2 9.3 4.62

5 360 1.6 -7.2 13.3 3.79 5 340 1.6 -6.8 13.3 3.79

5 420 1.2 -8.4 18.3 3.16 5 360 0.4 -7.2 63.0 1.59

8.4 19.27 7.2 17.24

12.08 13.72


0 0 0 0

5 40 0.8 -0.8 28.9 2.46 5 90 1.8 -1.8 11.6 4.08

5 140 2.0 -2.8 10.3 4.35 5 130 0.8 -2.6 28.9 2.46

5 240 2.0 -4.8 10.3 4.35 5 250 2.4 -5.0 8.4 4.88

5 380 2.8 -7.6 7.1 5.37 5 350 2.0 -7.0 10.3 4.35

5 460 1.6 -9.2 13.3 3.79 5 400 1.0 -8.0 22.5 2.82

9.2 20.32 8.0 18.59

10.78 12.54

Catatan: Catatan:







STA 4+600 STA 4+700


STA 4+400 STA 4+500


STA 4+200 STA 4+300


46/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 90 1.8 -1.8 11.6 4.08 5 90 1.8 -1.8 11.6 4.08

5 210 2.4 -4.2 8.4 4.88 5 160 1.4 -3.2 15.4 3.48

5 300 1.8 -6.0 11.6 4.08 5 220 1.2 -4.4 18.3 3.16

5 410 2.2 -8.2 9.3 4.62 5 310 1.8 -6.2 11.6 4.08

5 600 3.8 -12.0 5.0 6.50 5 400 1.8 -8.0 11.6 4.08

12.0 24.15 8.0 18.87

8.15 13.13


0 0 0 0

5 90 1.8 -1.8 11.6 4.08 5 60 1.2 -1.2 18.3 3.16

5 150 1.2 -3.0 18.3 3.16 5 150 1.8 -3.0 11.6 4.08

5 210 1.2 -4.2 18.3 3.16 5 260 2.2 -5.2 9.3 4.62

5 370 3.2 -7.4 6.1 5.84 5 340 1.6 -6.8 13.3 3.79

5 420 1.0 -8.4 22.5 2.82 5 360 0.4 -7.2 63.0 1.59

8.4 19.06 7.2 17.24

11.69 13.72


0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 90 1.8 -1.8 11.6 4.08

5 140 1.8 -2.8 11.6 4.08 5 130 0.8 -2.6 28.9 2.46

5 240 2.0 -4.8 10.3 4.35 5 250 2.4 -5.0 8.4 4.88

5 380 2.8 -7.6 7.1 5.37 5 350 2.0 -7.0 10.3 4.35

5 460 1.6 -9.2 13.3 3.79 5 400 1.0 -8.0 22.5 2.82

9.2 20.41 8.0 18.59

10.92 12.54

Catatan: Catatan:







STA 5+200 STA 5+300


STA 5+000 STA 5+100


STA 4+800 STA 4+900


47/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 90 1.8 -1.8 11.6 4.08

5 150 2.0 -3.0 10.3 4.35 5 160 1.4 -3.2 15.4 3.48

5 220 1.4 -4.4 15.4 3.48 5 220 1.2 -4.4 18.3 3.16

5 340 2.4 -6.8 8.4 4.88 5 310 1.8 -6.2 11.6 4.08

5 490 3.0 -9.8 6.5 5.61 5 400 1.8 -8.0 11.6 4.08

9.8 21.15 8.0 18.87

10.05 13.13


0 0 0 0

5 70 1.4 -1.4 15.4 3.48 5 60 1.2 -1.2 18.3 3.16

5 150 1.6 -3.0 13.3 3.79 5 140 1.6 -2.8 13.3 3.79

5 220 1.4 -4.4 15.4 3.48 5 240 2.0 -4.8 10.3 4.35

5 370 3.0 -7.4 6.5 5.61 5 360 2.4 -7.2 8.4 4.88

5 380 0.2 -7.6 137.5 1.03 5 370 0.2 -7.4 137.5 1.03

7.6 17.39 7.4 17.21

11.99 12.59


0 0 0 0

5 40 0.8 -0.8 28.9 2.46 5 30 0.6 -0.6 40.0 2.05

5 120 1.6 -2.4 13.3 3.79 5 190 3.2 -3.8 6.1 5.84

5 220 2.0 -4.4 10.3 4.35 5 270 1.6 -5.4 13.3 3.79

5 280 1.2 -5.6 18.3 3.16 5 400 2.6 -8.0 7.7 5.13

5 380 2.0 -7.6 10.3 4.35 5 510 2.2 -10.2 9.3 4.62

7.6 18.11 10.2 21.43

13.53 9.27

Catatan: Catatan:







STA 5+900 STA 6+000


STA 5+700 STA 5+800


STA 5+500 STA 5+600


48/69


PROPINSI : ACEH

NO. LINK : -







0 0 0 0

5 30 0.6 -0.6 40.0 2.05 5 60 1.2 -1.2 18.3 3.16

5 190 3.2 -3.8 6.1 5.84 5 180 2.4 -3.6 8.4 4.88

5 270 1.6 -5.4 13.3 3.79 5 270 1.8 -5.4 11.6 4.08

5 400 2.6 -8.0 7.7 5.13 5 340 1.4 -6.8 15.4 3.48

5 510 2.2 -10.2 9.3 4.62 5 450 2.2 -9.0 9.3 4.62

10.2 21.43 9.0 20.22

9.27 11.34


0 0 0 0

5 70 1.4 -1.4 15.4 3.48 5 50 1.0 -1.0 22.5 2.82

5 150 1.6 -3.0 13.3 3.79 5 170 2.4 -3.4 8.4 4.88

5 220 1.4 -4.4 15.4 3.48 5 280 2.2 -5.6 9.3 4.62

5 340 2.4 -6.8 8.4 4.88 5 360 1.6 -7.2 13.3 3.79

5 380 0.8 -7.6 28.9 2.46 5 370 0.2 -7.4 137.5 1.03

7.6 18.09 7.4 17.14

13.48 12.43


0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 70 1.4 -1.4 15.4 3.48

5 180 2.6 -3.6 7.7 5.13 5 110 0.8 -2.2 28.9 2.46

5 300 2.4 -6.0 8.4 4.88 5 220 2.2 -4.4 9.3 4.62

5 340 0.8 -6.8 28.9 2.46 5 280 1.2 -5.6 18.3 3.16

5 380 0.8 -7.6 28.9 2.46 5 380 2.0 -7.6 10.3 4.35

7.6 17.74 7.6 18.08

12.72 13.45

Catatan: Catatan:







STA 6+500 STA 6+600


STA 6+300 STA 6+400


STA 6+100 STA 6+200


49/69


PROPINSI : ACEH

NO. LINK : -



TEKNISI : WILSON

SOIL & MATERIAL ENG. : WIDIA YULIANTI, ST




0 0 0 0

5 30 0.6 -0.6 40.0 2.05 5 40 0.8 -0.8 28.9 2.46

5 120 1.8 -2.4 11.6 4.08 5 130 1.8 -2.6 11.6 4.08

5 200 1.6 -4.0 13.3 3.79 5 260 2.6 -5.2 7.7 5.13

5 340 2.8 -6.8 7.1 5.37 5 290 0.6 -5.8 40.0 2.05

5 390 1.0 -7.8 22.5 2.82 5 360 1.4 -7.2 15.4 3.48

7.8 18.11 7.2 17.19

12.51 13.62

Tumbukan CP DN CBR CBR*

0 0

5 60 1.2 -1.2 18.3 3.16

5 90 0.6 -1.8 40.0 2.05

5 130 0.8 -2.6 28.9 2.46

5 240 2.2 -4.8 9.3 4.62

5 380 2.8 -7.6 7.1 5.37

7.6 17.66

12.55

Catatan:

CP = Penetrasi Cummulatif (mm)

DN = Dynamic Number (cm/blow)

CBR = 10^(1.352-(1.125*Log DN))

CBR* = hi x CBR^(1/3)

hi = Ketebalan tanah pada Lapisan No.1,2,,n


STA 6+700 STA 6+800

CBR pada titik uji

STA 6+850


50/69

Ruas Jalan : Sp. Paradiso - Stadion Sbg Meurauke Ruas Jalan : Sp. Paradiso -

Sta : 0+000 Sta :

Elevasi : m 10 Elevasi :


Sudut Conus DCP:

Tumbukan CP DN CBR CBR* Tumbukan CP

0 0 0 0

5 150 3.0 -3.0 6.5 5.61 ## ## 5 90

5 280 2.6 -5.6 7.7 5.13 ## ## 5 170

5 300 0.4 -6.0 63.0 1.59 ## ## 5 240

5 350 1.0 -7.0 22.5 2.82 ## ## 5 360

5 400 1.0 -8.0 22.5 2.82 ## ## 5 460

# ##

tetap # ##

# ##

# ##

# ##

8.0 17.98

11.3

Catatan: Catatan:





hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan tanah pada Lapisan N

Perhitungan CBR dari Pengujian DCP Perhi

0+100

CBR pada titik uji CBR pada titik u


51/69

Ruas Jalan : Sp. Paradiso - Stadion Sbg Meurauke Ruas Jalan : Sp

Sta : Sta :



Sudut Conus DC


5 50 1.0 -1.0 22.5 2.82 5

5 140 1.8 -2.8 11.6 4.08 5

5 240 2.0 -4.8 10.3 4.35 5

5 320 1.6 -6.4 13.3 3.79 5

5 390 1.4 -7.8 15.4 3.48 5

7.8 18.52


CP = Penetrasi Cummulatif (mm) CP = Penetrasi Cumm

DN = Dynamic Number (cm/blow) DN = Dynamic Numb

CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1.




0+600 0+



52/69


Sta : Sta :



Sudut Conus DCP


0 0 05 110 2.2 -2.2 9.3 4.62 5

5 170 1.2 -3.4 18.3 3.16 5

5 230 1.2 -4.6 18.3 3.16 5

5 300 1.4 -6.0 15.4 3.48 5

5 390 1.8 -7.8 11.6 4.08 5

TETAP

7.8 18.51

13.4

Catatan: Catatan:

CP = Penetrasi Cummulatif (mm) CP = Penetrasi Cumm


CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1.


hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan tanah p


1+200 1+

CBR pada titik uji CBR


53/69


Sta : Sta :



Sudut Conus DC


0 0 0

5 60 1.2 -1.2 18.3 3.16 5

5 120 1.2 -2.4 18.3 3.16 5

5 250 2.6 -5.0 7.7 5.13 5

5 340 1.8 -6.8 11.6 4.08 5

5 390 1.0 -7.8 22.5 2.82 5

7.8 18.35




CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.352-(1.




1+800 1+



54/69


55/69


56/69


57/69


58/69

Ruas Jalan : Sp. Paradiso - Stadion Sbg Meurauke Ruas Jalan :

Sta : Sta :



Sudut Conus


0 0 0

-2.0 5 60 1.2 -1.2 18.3 3.16 # ## 5

-3.2 5 180 2.4 -3.6 8.4 4.88 # ## 5

-4.4 5 220 0.8 -4.4 28.9 2.46 # ## 5

-5.6 5 290 1.4 -5.8 15.4 3.48 # ## 5

-8.2 5 370 1.6 -7.4 13.3 3.79 # ## 5

# 0.0

# 0.0

# 0.0

7.4 17.77

13.8

Catatan: Catatan:

CP = Penetrasi Cummulatif (mm) CP = Penetrasi C


CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.35


hi = Ketebalan tanah pada Lapisan No.1,2,,n hi = Ketebalan ta


0+300

CBR pada titik uji


59/69


Sta : Sta :



Sudut Conus


5 170 3.4 -3.4 5.7 6.07 5

5 260 1.8 -5.2 11.6 4.08 5

5 300 0.8 -6.0 28.9 2.46 5

5 360 1.2 -7.2 18.3 3.16 5

5 400 0.8 -8.0 28.9 2.46 5

tetap

8.0 18.21




CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.35




0+900

CBR pada titik uji


60/69


Sta : Sta :



Sudut Conus


0 0 05 60 1.2 -1.2 18.3 3.16 5

5 230 3.4 -4.6 5.7 6.07 5

5 280 1.0 -5.6 22.5 2.82 5

5 350 1.4 -7.0 15.4 3.48 5

5 430 1.6 -8.6 13.3 3.79 5

8.6 19.32

11.3

Catatan: Catatan:



CBR = 10^(1.352-(1.125*Log DN)) CBR = 10^(1.35




1+500

CBR pada titik uji


61/69


62/69


63/69


64/69


65/69


66/69


PROPINSI : ACEH

NO. LINK : -

RUAS : SP. PARADISO - STADION SABANG MERAUKE


TEKNISI : WILSON



0 0 0 0

5 150 3.0 -3.0 6.5 5.61 5 90 1.8 -1.8 11.6 4.08

5 280 2.6 -5.6 7.7 5.13 5 170 1.6 -3.4 13.3 3.79

5 300 0.4 -6.0 63.0 1.59 5 240 1.4 -4.8 15.4 3.48

5 350 1.0 -7.0 22.5 2.82 5 360 2.4 -7.2 8.4 4.88

5 400 1.0 -8.0 22.5 2.82 5 460 2.0 -9.2 10.3 4.35

8.0 17.98 9.2 20.58

11.34 11.19


0 0 0 0

5 100 2.0 -2.0 10.3 4.35 # 5 60 1.2 -1.2 18.3 3.16

5 160 1.2 -3.2 18.3 3.16 # 5 180 2.4 -3.6 8.4 4.88

5 220 1.2 -4.4 18.3 3.16 # 5 220 0.8 -4.4 28.9 2.46

5 280 1.2 -5.6 18.3 3.16 # 5 290 1.4 -5.8 15.4 3.48

5 410 2.6 -8.2 7.7 5.13 # 5 370 1.6 -7.4 13.3 3.79

8.2 18.97 7.4 17.77

12.39 13.84


0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 50 1.0 -1.0 22.5 2.82

5 160 2.2 -3.2 9.3 4.62 5 170 2.4 -3.4 8.4 4.88

5 210 1.0 -4.2 22.5 2.82 5 210 0.8 -4.2 28.9 2.46

5 280 1.4 -5.6 15.4 3.48 5 320 2.2 -6.4 9.3 4.62

5 380 2.0 -7.6 10.3 4.35 5 380 1.2 -7.6 18.3 3.16

7.6 18.10 7.6 17.94

13.51 13.15

Catatan: Catatan:







STA 0+000 STA 0+100

STA 0+200 STA 0+300


STA 0+400 STA 0+500





67/69


PROPINSI : ACEH

NO. LINK : -



TEKNISI : WILSON





0 0 0 0

5 50 1.0 -1.0 22.5 2.82 5 50 1.0 -1.0 22.5 2.82

5 140 1.8 -2.8 11.6 4.08 5 160 2.2 -3.2 9.3 4.62

5 240 2.0 -4.8 10.3 4.35 5 270 2.2 -5.4 9.3 4.62

5 320 1.6 -6.4 13.3 3.79 5 300 0.6 -6.0 40.0 2.05

5 390 1.4 -7.8 15.4 3.48 5 360 1.2 -7.2 18.3 3.16

7.8 18.52 7.2 17.28

13.39 13.82


0 0 0 0

5 40 0.8 -0.8 28.9 2.46 5 170 3.4 -3.4 5.7 6.07

5 160 2.4 -3.2 8.4 4.88 5 260 1.8 -5.2 11.6 4.08

5 270 2.2 -5.4 9.3 4.62 5 300 0.8 -6.0 28.9 2.46

5 300 0.6 -6.0 40.0 2.05 5 360 1.2 -7.2 18.3 3.16

5 360 1.2 -7.2 18.3 3.16 5 400 0.8 -8.0 28.9 2.46

7.2 17.17 8.0 18.21

13.56 11.80


0 0 0 0

5 120 2.4 -2.4 8.4 4.88 5 60 1.2 -1.2 18.3 3.16

5 230 2.2 -4.6 9.3 4.62 5 130 1.4 -2.6 15.4 3.48

5 260 0.6 -5.2 40.0 2.05 5 220 1.8 -4.4 11.6 4.08

5 320 1.2 -6.4 18.3 3.16 5 380 3.2 -7.6 6.1 5.84

5 380 1.2 -7.6 18.3 3.16 5 430 1.0 -8.6 22.5 2.82

7.6 17.88 8.6 19.38

13.02 11.45

Catatan: Catatan:






STA 0+600 STA 0+700



STA 0+800 STA 0+900


STA 1+000 STA 1+100


68/69


PROPINSI : ACEH

NO. LINK : -



TEKNISI : WILSON





0 0 0 0

5 110 2.2 -2.2 9.3 4.62 5 230 4.6 -4.6 4.0 7.33

5 170 1.2 -3.4 18.3 3.16 5 400 3.4 -8.0 5.7 6.07

5 230 1.2 -4.6 18.3 3.16 5 500 2.0 -10.0 10.3 4.35

5 300 1.4 -6.0 15.4 3.48 5 560 1.2 -11.2 18.3 3.16

5 390 1.8 -7.8 11.6 4.08 5 680 2.4 -13.6 8.4 4.88

7.8 18.51 13.6 25.79

13.36 6.82


0 0 0 0

5 10 0.2 -0.2 137.5 1.03 5 60 1.2 -1.2 18.3 3.16

5 210 4.0 -4.2 4.7 6.71 5 230 3.4 -4.6 5.7 6.07

5 270 1.2 -5.4 18.3 3.16 5 280 1.0 -5.6 22.5 2.82

5 310 0.8 -6.2 28.9 2.46 5 350 1.4 -7.0 15.4 3.48

5 380 1.4 -7.6 15.4 3.48 5 430 1.6 -8.6 13.3 3.79

7.6 16.85 8.6 19.32

10.89 11.34


0 0 0 0

5 60 1.2 -1.2 18.3 3.16 5 20 0.4 -0.4 63.0 1.59

5 150 1.8 -3.0 11.6 4.08 5 110 1.8 -2.2 11.6 4.08

5 250 2.0 -5.0 10.3 4.35 5 210 2.0 -4.2 10.3 4.35

5 820 11.4 -16.4 1.5 12.92 5 310 2.0 -6.2 10.3 4.35

5 860 0.8 -17.2 28.9 2.46 5 360 1.0 -7.2 22.5 2.82

17.2 26.97 7.2 17.20

3.85 13.63

Catatan: Catatan:






STA 1+400 STA 1+500

STA 1+200 STA 1+300


STA 1+600 STA 1+700




69/69


PROPINSI : ACEH

NO. LINK : -


TANGGAL : 11 AGUSTUS 2011TEKNISI : WILSON





0 0 0 0

5 60 1.2 -1.2 18.3 3.16 5 70 1.4 -1.4 15.4 3.48

5 120 1.2 -2.4 18.3 3.16 5 160 1.8 -3.2 11.6 4.08

5 250 2.6 -5.0 7.7 5.13 5 270 2.2 -5.4 9.3 4.62

5 340 1.8 -6.8 11.6 4.08 5 340 1.4 -6.8 15.4 3.48

5 390 1.0 -7.8 22.5 2.82 5 420 1.6 -8.4 13.3 3.79

7.8 18.35 8.4 19.45

13.03 12.41

Catatan: Catatan:







STA 1+800 STA 1+900

Dcp. Contoh

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Transcript of Dcp. Contoh