jmf__base_a__tanjung_harapan.xlsx

8/15/2019 JMF__BASE_A__TANJUNG_HARAPAN.xlsx

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KEMENTRIAN PERHUBUNGAN

DIREKTORAT JENDERAL PERHUBUNGAN UDARA

UNIT PENYELENGGARA BANDAR UDARA REMBELE - TAKENGONKomplek Bandar Udara Rembele Jln Pan!e Ra"a# $p T%&a Redelon& - Bener Mer%a' ()*+,.+/0+0* Ema%l 1 bandararembele2"a'oo3om

PENGEMBANGAN $I$I UDARA BANDARA GAYO LUE$

BA4K UP DATA5UALITY 4ONTROL

NAMA PAKET 1

PENGEMBANGAN SISI UDARA BANDARA GAYO LUES

BLANGKEJEREN GAYO LUES

PENYEDIA


2/102


3/102

KEMENTRIAN PERHUBUNGAN

DIREKTORAT JENDERAL PERHUBUNGAN UDARA

UNIT PENYELENGGARA BANDAR UDARA REMBELE - TAKENGONKomplek Bandar Udara Rembele Jln Pan!e Ra"a# $p T%&a Redelon& - Bener Mer%a' ()*+,.+/0+0* Ema%l 1 bandararembele2"a'oo3om

PENGEMBANGAN $I$I UDARA BANDARA GAYO LUE$

JOB MI6 7ORMULABETON K /0)

NAMA PAKET 1

PENGEMBANGAN SISI UDARA BANDARA GAYO LUES

BLANGKEJEREN GAYO LUES

PENYEDIA


4/102


5/102

SUMMARY MATERIAL TEST Paket : Lanjutan Peningkatan Jalan Strategis S! Alue Ie Pute" # $rans Unit %I Reff : &'(JM)!A(APBK(

Ke,a-atan Bakti.a/ Ka0uaten A,e" Utara Jenis Mat'r : JM) Aggregate

Kontraktor : P$! $anj2ng 3araan Lokasi : La02rat2r.

Konsultan : 4%! Ris,a 42nsultant Engineering Tanggal : *& Mei *&'+

No Ke!eran&an Ha8%l Lab $p

1 Abration Test 27.62 % M

2 Berat Isi Kering 2.188 Gr/cm³

3 Kadar Air 6.16 %

4 Batas Cair NP % M

5 Batas Plastis NP %

6 Indek Plastis NP %

7 Berat Jenis ( Bulk ) 2.606 Gr /cc

8 Berat Jenis Seu ( A!! ) 2.701 Gr /cc

9 California Bearing Ratio (CBR)

CBR !ada "## $ M%% setela& !erendaan &ari 93.80 % M

10 Analisa Saringan mm inci % Pass

50 2" - %

PROPORTION BY AGGREGATE : 37.5 1 1/2" 100.0 %

> C. Aggregate 1 1/2 " : 34 % 25 1" 82.7 % 79

> C. Aggregate 1 " : 28 % 9.5 3/8" 54.7 % 44

> Abu Batu : 24 % 4.75 # 4 38.2 % 29

> Pasir Urug 14 % 2 # 10 25.6 % 17


6/102

Total 100 % 0.425 # 40 14.4 % 7

0.075 # 200 4.0 % 2

%isetuui ole& %i!eriksa ole& %ibu

%inas Bina Marga Konsultan Pengaas Kontrakto

*eri Mul+adi, Ss,T Sur+adi, ST Sa

Pengaas La!angan Site -nginer .ualit+


7/102

*&'+

ase 1A1

e8%9%ka8%

ax. 40%

-

-

ax. 25%

-

- 6 %

-

in. 90 %

100

- 85

- 58

- 44

- 30


8/102

- 17

- 8

t ole&

Pelaksana

!ta

-ngineer


9/102


10/102


11/102


12/102


13/102

ANALISA SARINGAN Paket : Lanjutan Peningkatan Jalan Strategis S! Alue Ie Pute" # $rans Unit %I Reff

Ke,a-atan Bakti.a/ Ka0uaten A,e" Utara Jenis Mat'r

Kontraktor : P$! $anj2ng 3araan Lokasi

Konsultan : 4%! Ris,a 42nsultant Engineering Tanggal

COARSE AGGREGATE 1 1/2"

$ARINGANBera! KUMULATI;E Bera! KUMULATI

Ter!a'an Bera! Per8en Per8en Ter!a'an Bera! Per8en

In3'% mm Gram Ter!a'an Ter!a'an Lolo8 Gram Ter!a'an Ter!a'an

2 1/2 " 63

2 " 50

1 1/2 " 37.5 0 0.0 100.0 0 0.0

1 " 25.4 2134 51.6 48.4 2331 50.1

3/4 " 19

1/2 " 12.5

3/8 " 9.5 3879 93.9 6.1 4387 94.2

# 4 4.75 4100 99.2 0.8 4624 99.3

# 8 2.36

# 10 2.0 4113 99.5 0.5 4644 99.7

# 16 1.18

# 30 0.600

# 40 0.425

# 50 0.300

# 100 0.150

# 200 0.075

Pan

Berat Aggregate Kering Sebelum i!u!i 4132 gram Berat Aggregate Kering Sebelum

40

50

60

70

80

90

100

Berat % &erta'an


14/102

%isetuui ole& %i!eriksa ole&

%inas Bina Marga Konsultan Pengaas K

*eri Mul+adi, Ss,T *endra S+a!utra, ST

Pengaas La!angan Ins!e/tor

0

10

20

30

.$aringan


15/102

: &'(JM)!A(APBK(*&'+

: JM) Aggregate Base 1A1

: La02rat2r.

: *& Mei *&'+

;E

Ra!a - Ra!a

PEMERINTAH ACEHPer8en DINAS BINA MARGA DAN CIPLolo8

100.0 100.0

49.9 49.2 37.5 100.0

25.4 49.2

9.5 6.0

5.8 6.0 4.75 0.7

0.7 0.7 2 0.4

0.3 0.4

i!u!i 4657


16/102

%ibuat ole&

ontraktor Pelaksana

Munair

Lab Te/&nisi


17/102

A KARYA


18/102


19/102

ANALISA SARINGAN

Paket : Lanjutan Peningkatan Jalan Strategis S! Alue Ie Pute" # $rans Unit %I Reff




COARSE AGGREGATE 1"




2 1/2 " 63

2 " 50

1 1/2 " 37.5

1 " 25.4 0 0.0 100.0 0 0.0

3/4 " 19

1/2 " 12.5

3/8 " 9.5 2576 49.3 50.7 2564 45.5

# 4 4.75 4867 93.2 6.8 5187 92.1

# 8 2.36

# 10 2.0 4988 95.5 4.5 5342 94.9

# 16 1.18

# 30 0.600

# 40 0.425 5023 96.2 3.8 5434 96.5

# 50 0.300

# 100 0.150

# 200 0.075 5116 98.0 2.0 5487 97.5

Pan


30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

Berat % &erta'an


20/102





0.0

10.0

.

"#.$aringan


21/102

: &'(JM)!A(APBK(*&'+


: La02rat2r.

: *& Mei *&'+

E

Ra!a - Ra!a


100.0 100.0

25.4 100.0

9.5 52.6

54.5 52.6 4.75 7.3

7.9 7.3 2 4.8

0.425 3.6

5.1 4.8 0.075 2.3

3.5 3.6

2.5 2.3

i!u!i 5629


22/102

%ibuat ole&

ntraktor Pelaksana

Munair

Lab Te/&nisi


23/102

A KARYA


24/102


25/102





CRUSHER DUST




2 1/2 " 63

2 " 50

1 1/2 " 37.5

1 " 25.4

3/4 " 19

1/2 " 12.5

3/8 " 9.5 0 0.0 100.0 0 0.0

# 4 4.75 254 6.0 94.0 231 4.8

# 8 2.36

# 10 2.0 1452 34.4 65.6 1497 30.9

# 16 1.18

# 30 0.600

# 40 0.425 2834 67.1 32.9 3067 63.3

# 50 0.300

# 100 0.150

# 200 0.075 3715 87.9 12.1 4231 87.3

Pan


40.0

50.0

60.0

70.0

80.0

90.0

100.0

Berat % &erta'an


26/102





0.0

10.0

20.0

.

"#.$aringan


27/102

: &'(JM)!A(APBK(*&'+


: La02rat2r.

: *& Mei *&'+

E

Ra!a - Ra!a


63 100

9.5 100.0

4.75 94.6

2 67.4

0.425 34.8

100.0 100.0 0.075 12.4

95.2 94.6

69.1 67.4

36.7 34.8

12.7 12.4

i!u!i 4845


28/102

%ibuat ole&

ntraktor Pelaksana

Munair

Lab Te/&nisi


29/102

A KARYA


30/102


31/102





NATURAL SAND




2 1/2 " 63

2 " 50

1 1/2 " 37.5

1 " 25.4

3/4 " 19

1/2 " 12.5

3/8 " 9.5 0 0.0 100.0 0 0.0

# 4 4.75 211 5.7 94.3 187 5.6

# 8 2.36

# 10 2.0 1546 41.5 58.5 1489 45.0

# 16 1.18

# 30 0.600

# 40 0.425 2415 64.8 35.2 2114 63.8

# 50 0.300

# 100 0.150

# 200 0.075 3613 96.9 3.1 3214 97.1

Pan

Berat Aggregate Kering Sebelum i!u!i 3728 gram Berat Aggregate Kering Sebelum i

40.0

50.0

60.0

70.0

80.0

90.0

100.0

Berat % &erta'an


32/102





0.0

10.0

20.0

.

Sie(e "# ) mm *


33/102

: &'(JM)!A(APBK(*&'+


: La02rat2r.

: *& Mei *&'+

;E

Ra!a - Ra!aPer8en

Lolo8

9.5 100.0

4.75 94.3

2 56.8

0.425 35.7

100.0 100.0 0.075 3.0

94.4 94.3

55.0 56.8

36.2 35.7

2.9 3.0

!u!i 3311


34/102

%ibuat ole&

ntraktor Pelaksana

Munair

Lab Te/&nisi


35/102


36/102


37/102

ATTRBRG LI!IT

Paket : Lanjutan Peningkatan Jalan Strategis S! Alue Ie Pute" # $rans Unit %I Reff : &'(JM)!A(A

Ke,a-atan Bakti.a/ Ka0uaten A,e" Utara Jenis Mat'r : JM) Aggreg


Konsultan : 4%! Ris,a 42nsultant Engineering Tanggal : *& Mei *&

BATA$ 4AIR BATA$

0oor Caan

Jula& Tubukan

Berat Tana& Basa& 1 Caan 2r

Berat Tana& Kering 1 Caan 2r

Berat Air 2r

Berat Caan 2r

Berat Tana& Kering 2r

Kadar Air $

< Ba!a8 4a%r ( LL = N P $

7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

10.00

12.00

14.00

16.00

18.00

20.00

22.00

24.00

26.00

28.00

30.00

Jumlah Tumbukan

Ka+ar Air )%*

N P


38/102

< Ba!a8 Pla8!%8 ( PL = N P $

< Indek Pla8!%8 ( PI = N P $

%isetuui ole& %i!eriksa ole& %ibuat ole&

%inas Bina Marga Konsultan Pengaas Kontraktor Pelak

*eri Mul+adi, Ss,T *endra S+a!utra, ST Munair

Pengaas La!angan Ins!e/tor Lab Te/&nisi


39/102

BK(*&'+

ate Base 1A1

+ PEMERINTAH ACEH

PLA$TI$

0 0 0 0 0

0.00 0.00 0.00 0.00 0.00

7 21.23

25 21.23

25 10

ma, 25%

41 42 43 44


40/102

ma, 6%

sana


41/102


42/102


43/102

PNGUIAN NILAI #PA$ATAN Paket : Lanjutan Peningkatan Jalan Strategis S! Alue Ie Pute" # $rans Unit %I Reff




. Bera! I8% 1 2 3

A Berat $ana" 5 4etakan Gr 6876 7194 7385

B Berat 4etakan Gr 2552 2552 2552

C Berat $ana" Basa" Gr 4324 4642 4833

D Isi 4etakan Gr/cc 2081 2081 2081

E Berat Isi Basa" Gr/cc 2.078 2.231 2.322

F Berat Isi Kering (-3"##1M)4" 2.032 2.139 2.188

Kadar A%r

G N2-2r 4a6an 1 2 3

H Berat $ana" Basa" 5 4a6an Gr 443.2 387.4 521.4

I Berat $ana" Kering 5 4a6an Gr 435.4 375.1 496.5

J Berat Air Gr 7.8 12.3 24.9

K Berat 4a6an Gr 89.5 89.2 92.3

L Berat $ana" Kerin Gr 345.9 285.9 404.2

M Ka7ar Air % 2.25 4.30 6.16

Gr/cm3

Berat i$i Kering ) -r/!m3*

2.188 gr/!!

616%


44/102

`

Kadar Air Optimum 6.16 %

!"rat isi K"rin#$ 100% 2.188


%inas Bina Marga Konsultan Pengaas Ko



#r/cm3

1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0

Ka+ar Air ) % *


45/102


46/102

BANDA ACEH K

: &'(JM)!A(APBK(*&'+


: La02rat2r.

: *& Mei *&'+

4 5

7402 7253

2552 2552

4850 4701

2081 2081 11

2.331 2.259

2.142 2.036 0.6

4 5

533.4 388.7

497.5 359.1 2.25 4.30 6.16 8.82 10.95

35.9 29.6 2.032 2.139 2.188 2.142 2.036

90.4 88.9

407.1 270.2 0.000 0.000 0.000 0.000 0.000

8.82 10.95

2.07829

p

3.88 4.62 5.99 6.77 7.620.74 1.37 0.78 0.85

2.05 1.86 2.66 2.14

1 2.188

6.16 2.188

6.16 1.9


47/102

2 2.089.3 2.08

9.3 1.9

%ibuat ole& 0.95*

traktor Pelaksana

Munair 2.07829

Lab Te/&nisi

11.0 12.0 13.0


48/102

15.2 7.6

11.7

2123.92


49/102

DE POS 23239


50/102


51/102


52/102

#%!BINASI NILAI #PA$ATAN $AN CBR

Paket : Lanjutan Peningkatan Jalan Strategis S! Alue Ie Pute" # $rans Unit %I Reff : &'(JM)!A(A

Ke,a-atan Bakti.a/ Ka0uaten A,e" Utara Jenis Mat'r : JM) Aggre


Konsultan : 4%! Ris,a 42nsultant Engineering Tanggal : *& Mei *

Berat e&is 2.606

C B R ' 1(( ) * 93.8 %

#a+ar Air 6.16 %

40 45 50 55 60 65 70 75 80 85

2.000

2.020

2.040

2.060

2.080

2.100

2.120

2.140

2.160

2.180

2.200

2.220

2.240

2.260

2.280

2.300

CBR ( % )

2 4 6 8 10 12

2.000

2.020

2.040

2.060

2.080

2.100

2.120

2.140

2.160

2.180

2.200

2.220

2.240

2.260

2.280

2.300

Ka+ar Air )%*

Kea+atan Kering ) -r/!! *

6&umbuan

30&umbuan

10 &umbuan


53/102

Berat Isi !a,si-u- 2.188

%isetuui ole& %i!eriksa ole& %ibuat ole

%inas Bina Marga Konsultan Pengaas Kontraktor Pel

*eri Mul+adi, Ss,T *endra S+a!utra, ST Munair

Pengaas La!angan Ins!e/tor Lab Te/&nis

#r/cm3


54/102

95

2.207

2.09665


55/102

PBK(*&'+

ate Base 1A1 p

'+

2.8

2.09855

16.8 2 2.198

6.55 2.198

6.55 1.9

54.46 73.86 97.77

2.038 2.114 2.205

2.25 4.30 6.16 8.82 10.95

2.032 2.139 2.188 2.142 2.036

0.000 0.000 0.000 0.000 0.000

2 2.078

14 2.078

2 2.188

14 2.188 2.078

90 95 100 105 110

r m! line 95%

r m! line 100%


56/102

12 . .96.235 26 60 2.078 93.8 2.188

2.18767352 . . .

10 2.11 68.89

ksana 2.1372 2.139 84.22

10

i

tt !br 95%


57/102


58/102

r m! line 95%

r m! line 100%


59/102

!$%. .

70 2.078 103.8 2.187674. . .

!br 95%


60/102


61/102

PNGUIAN C B RPaket : Lanjutan Peningkatan Jalan Strategis S! Alue Ie Pute" # $rans Unit %I Reff




$anggal Berat $ana" Basa" 5 4etakan

Ja- Berat 4etakan

Pe-0a,aan Berat $ana" Basa"

Peru0a"an Isi 4etakan

Berat Isi Basa"

Berat Isi Kering

Pr&'in# (in# 7$97 Gram

3 x 10

>ak!? Pen?r?nanPemba3aan

Beban

(Men%! (%n3' (k&

1/4 0$0125 26$0 207.2

1/2 0$025 54$0 430.4

1 0$050$ 110$0 876.7

1 1/2 0$075 160$0 1275.2

2 0$1 205$0 1633.9

3 0$15 278$0 2215.7

4 0$2 321$0 2558.4

6 0$3 343$0 2733.7

8 0$4

10 0$5

Sebelum Sesudah

Brt $ana" Basa" 5 4a6an 334$5 416$3

Brt $ana" Kering 5 4a6an 319$3 395$3

Berat 4a6an 87$5 88$2

Berat Air 15$2 21

8eig"t Dr. S2il 231$8 307$1

Ka7ar Air 6.56 6.84

Ha!a " # $

0$1) 0$2)

100%

600

800

1000

1200

1400

1600

1800

2000

2200

2400

2600

2800

3000


62/102

Atas

% %

1633.9 2558.4

!a*a+

54.46 % 56.85 %

%isetuui ole& %i!eriksa ole&%inas Bina Marga Konsultan Pengaas Ko



3,1000

3, 1000 100%

3, 1500

3, 1500 100%

0 0.1 0.

0

200

400


63/102

Sebelum Sesudah

: &'(JM)!A(APBK(*&'+ DINAS: JM) Aggregate Base 1A1 Jln. Jend. Sud

: La02rat2r.

: *& Mei *&'+

Sebelum Sesudah

11779 11821

7207 7207

4572 4614 42 X H V W2105$0 2105$0 15.2 11.3 2050.5 7736

2$172 2$192

2.038 2.052 2.052

,um-u.an 2.033

7.97

7.97

7.977.97

7.97

7.97

7.97

7.97

7.97

0.1125 0.2125

8 8

0 0.0125 0.025 0.05 0.075 0.1

0 207.22 430.38 876.7 1275.2 1633.85

.

101.3 2.03

0 130

0.1 17.23


64/102

0 0

0 1633.9 0 2558.4. . . .. .

%ibuat ole&ntraktor Pelaksana

Munair

Lab Te/&nisi

0.3 0.4


65/102

BINA MARGA DAN CIPTA KARYA

irman No. 1 Telp. (0651) 47009,46694,Fax (0651) 47232

BANDA ACEH KODE POS 23239

0.4 0.5

0 0

0.15 0.2 0.3

2215.66 2558.37 2733.71


66/102


67/102

PNGUIAN C B R






Ja- Berat 4etakan



Berat Isi Basa"

Berat Isi Kering

Pr&pin# (in# 7$97 Gram

3 x 30


Beban

(Men%! (%n3' (k&

1/4 0$0125 32.0 255.0

1/2 0$025 77.0 613.7

1 0$050$ 145.0 1155.7 1 1/2 0$075 220.0 1753.4

2 0$1 278.0 2215.7

3 0$15 370.0 2948.9

4 0$2 429.0 3419.1

6 0$3 450.0 3586.5

8 0$4

10 0$5

Sebelum Sesudah

Brt $ana" Basa" 5 4a6an 412$5 376$7 Brt $ana" Kering 5 4a6an 392$4 358$4

Berat 4a6an 82$2 81$6

Berat Air 20$1 18$3

8eig"t Dr. S2il 310$2 276$8

Ka7ar Air 6.48 6.61

Ha!a " # $

0.1 0.2800

1000

1200

1400

1600

1800

2000

2200

2400

2600

2800

3000

3200

3400

3600

3800

4000


68/102

p

% %

2216 3419

&*

73.86 % 75.98 % 65


%inas Bina Marga Konsultan Pengaas



3, 1000 100%

3, 1000 100%

3, 1500 100%

3, 1500 100%

0 0.1 0.

0

200

400

600


69/102


70/102

: &'(JM)!A(APBK(*&'+

: JM) Aggregate Base 1A1 PROYEK REHABILI

: La02rat2r.

: *& Mei *&'+ BANDA

Sebelum Sesudah

11978 12004

7239 7239

4739 4765 X H V W

2105$0 2105$0 15.2 11.3 2050.5 7736

2$251 2$264

2.114 2.123 2.123

,um-u.an

7.97 5.0 0.00

7.97 9.7 0.00

7.97 14.2 0.007.97 23.6 0.00

7.97 31.8 0.00

7.97 47.2 0.00

7.97 54.0 0.00

7.97 58.0 0.00

7.97

0.1125 0.2125

8 8

0 0.0125 0.025 0.05 0.075 0.1 0.15

0 255.04 613.69 1155.65 1753.4 2215.66 2948.9

6.61


71/102

0 2215.7 0

0.1 2215.7 0.2

0.1 0 0.2

%ibuat ole&

ontraktor Pelaksana

Munair

Lab Te/&nisi

2 0.3 0.4


72/102

&


73/102

ASI DAN REKONSTRUKSI JALAN

ACEH KODE POS 23239

0.4 0.5

0 0

0.2 0.3

3419.13 3586.5


74/102

3419.1

3419.1

0


75/102


76/102

PNGUIAN C B R






Ja- Berat 4etakan



Berat Isi Basa"

Berat Isi Kering

Pr&'in# (in# 7$97 Gram

3 x 65


Beban

(Men%! (%n3' (k&

1/4 0$0125 47.0 374.6

1/2 0$025 105.0 836.9

1 0$050$ 210.0 1673.7

1 1/2 0$075 298.0 2375.1

2 0$1 368.0 2933.0

3 0$15 478.0 3809.7

4 0$2 560.0 4463.2

6 0$3 575.0 4582.8

8 0$4

10 0$5

Sebelum Sesudah

Brt $ana" Basa" 5 4a6an 260$8 321$5

Brt $ana" Kering 5 4a6an 250$1 306$1

Berat 4a6an 86$5 86$5

Berat Air 10$7 15$4

8eig"t Dr. S2il 163$6 219$6

Ka7ar Air 6.54 7.01

Ha!a " # $ 1000

1200

1400

1600

1800

2000

2200

2400

2600

2800

3000

3200

3400

3600

3800

4000

4200

4400

4600

4800

5000


77/102

0$1) 0$2)

Atas

% %

2933 4463

!a*a+

97.77 % 99.18 %





3, 1000 100%

3, 1000 100%

3,1500

100%

3, 1500 100%

0 0.1 0

0

200

400

600

800


78/102


79/102

PEME

: &'(JM)!A(APBK(*&'+ Jln. Jend. Sudirman No. 1 Tel

: JM) Aggregate Base 1A1 BANDA AC

: La02rat2r.

: *& Mei *&'+

Sebelum Sesudah

12231 12265

7285 7285

4946 4980 X H V W

2105$0 2105$0 15.2 11.3 2050.5 7736

2$350 2$366

2.205 2.211 2.211

,um-u.an

7.97 0.254

7.977.97

7.97

7.97

7.97

7.97

7.97 1.227429

7.97

7.97

0.1125 0.2125

8 8

0 0.0125 0.025 0.05 0.075 0.1 0.15

0 374.59 836.85 1673.7 2375.06 2932.96 3809.66


80/102

0 2933.0 0 4463.2

0.1 2933.0 0.2 4463.2

0.1 0 0.2 0

&

%ibuat ole&

ontraktor Pelaksana

Munair &

Lab Te/&nisi

.2 0.3 0.4


81/102


82/102

INTAH ACEH

. (0651) 47009,46694,Fax (0651) 47232

H KODE POS 23239

0.4 0.5

0.2 0.3

4463.2 4582.75


83/102


84/102


85/102

#%!BINASI ANALISA SARINGAN AGGREGATE BASE CLASS " A "





N

!R#N

mm

38.1 25.4 9.5 4.75 2.36 2.0 0.6#n$h 1 1/2 " 1 " 3/8 " # 4 # 8 # 10 # 30

Grada8% Ma!er%al

1 Coarse Aggregate 1.1/2 100 49.2 6.0 0.7 0.4

2 Coarse Aggregate 1 " 100 100.0 52.6 7.3 4.8

3 Abu Batu 100 100.0 100.0 94.6 67.4

4 Pasir 100 100.0 100.0 94.3 56.8

#%!BINASI GRA$ASI

1 Coarse Aggregate 34 % 34.0 16.7 2.0 0.3 0.1

2 Coarse Aggregate 28 % 28.0 28.0 14.7 2.0 1.3

3 Abu Batu 24 % 24.0 24.0 24.0 22.7 16.2

4 Pasir 14 % 14.0 14.0 14.0 13.2 7.9

&mbna' a*a' 100 % 100.0 82.7 54.7 38.2 + 25.6 +

,-'ka'min

10079 44 29 + 17 +

ma, 85 58 44 + 30 +

40

50

60

70

80

90

100

S!e/, Agg Base

Klass 5A5

Cob Agg Blending,Agg Base Klass 5A5


86/102


%inas Bina Marga Konsultan Pengaas Kon



0

10

20

30


87/102

: &'(JM)!A(APBK(*&'+


: La02rat2r.

: *& Mei *&'+

0.425 0.15 0.075# 40 # 100 # 200

0.0 0.0

3.6 2.3

34.8 12.4

35.7 3.0

0.0 0.0

1.0 0.6

8.4 3.0

5.0 0.4 38.1 25.4 9.52 4.75 2.0 0.425 0.075

14.4 + 4.0100.0 82.7 54.7 38.2 25.6 14.4 4.0

100 79 44 29 17 7 2

7 + 2 100 85 58 44 30 17 8

17 + 8 60 38 25.4 9.3 4.7 2 0.42 0.075. . . . .

100

0 0.9 0.14

0.9 0.14

0

0Cob Agg Blending

,Agg Base Klass 5A5

S!e/, Agg BaseKlass 5A5


88/102

%iaukan

raktor Pelaksana

Munair

Lab Te/&nisi


89/102

0.03 0.02. .


90/102


91/102

SU!!AR BRAT NIS

Paket : Lanjutan Peningkatan Jalan Strategis S! Alue Ie Pute" # $r Reff : &'(JM)!A(A

Ke,a-atan Bakti.a/ Ka0uaten A,e" Utara Jenis Mat'r : JM) Aggreg


Konsultan : 4%! Ris,a 42nsultant Engineering Tanggal : *& Mei *&'

NO MATERIAL $ARINGAN BULK $$D APP

1 ("tain"d 4 61$78 2$593 2$622 2$671

2 Passin# 4 38$22 2$628 2$673 2$751

#AL#ULASI BRAT NIS

100

#&'( SP )$61.78 38.22 2.606

2.593 2.628

100

*PP SP )$61.78 38.22 2.7012.671 2.751

1

1


92/102


%inas Bina Marga Konsultan Pengaas Kont




93/102

DINAS BINA Jln. Jend. Sudirman No

BK(*&'+ BANDA

te Base 1A1

+

PENYERAPAN

1$132

1$698

66.02


94/102

%ibuat ole&

aktor Pelaksana

Munair

Lab Te/&nisi


95/102

ARGA DAN CIPTA KARYA . 1 Telp. (0651) 47009,46694,Fax (0651) 47232

ACEH KODE POS 23239


96/102


97/102

PNGUIAN BRAT NIS ALUS $AN #A





AGGRGAT TRTAAN N% 0

N+. & $ * , * N

A Berat Benda 6i Kering 78en

B Berat Benda 6i Kering Perukaan Jenu&

C Berat Benda 6i %ala Air

% Berat Jenis ( Bulk )

AG

- Berat Jenis Kering Perukaan Jenu& ( SS% )

AG

9 Berat Jenis Seu ( A!! )

AG

2 Pen+era!an

AG

AGGRGAT L%L%S N% 0

N+. & $ * , * N

A Berat Benda 6i Kering 78en

B Berat Piknoeter %iisi Air

C Berat Piknoeter 1 Benda 6i 1 Air

% Berat Jenis ( Bulk )

AG

- Berat Jenis Kering Perukaan Jenu& ( SS% )

AG

9 Berat Jenis Seu ( A!! )

AG

B + C

B B + C

A B

B+

46 2

+ C

100

B500+C

500 B500+C

B + C


98/102

2 Pen+era!an

AG





B500+C

500 B500+C

A B

500+ A

B

B + C

100

B+

100

B + C

B B + C

A B

B+ A

B

+ C

100

500+

100

B + C

B B + C

A B

B+

46 2 A

B

+ C

100 B500+C

500 B500+C

A B

500+

46 2 A

B

B + C

100


99/102

AR

: &'(JM)!A(APBK(*&'+ DINAS BINA MARG: JM) Aggregate Base 1A1 Jln. Jend. Sudirman No. 1 Telp. (0

: La02rat2r. BANDA ACEH KODE POS

: *& Mei *&'+

, ,,

5817 6180 1027 23

5880 6253 1050

3662 3842 636 414

2$623 2$563

2.593

2$651 2$594

2.622

2$699 2$643

2.671

1$083 1$181

1.132

, ,,

491$8 491$5 482.9 481.3

676$7 702$4 676.7 760.4

990$0 1015 967.0 1056

2$634 2$623

2.628

2$678 2$668

2.673 475.1 474.8

2$755 2$747 640 665.7

2.751 953.3 978.3


100/102

1$667 1$729

1.698..

%ibuat ole&

Kontraktor Pelaksana

Munair

Lab Te/&nisi


101/102

DAN CIPTA KARYA

651) 47009,46694,Fax (0651) 47232

23239


102/102

jmf__base_a__tanjung_harapan.xlsx

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