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GRadasi FRaksi

This document summarizes the results of a sieve analysis test on aggregate samples from a quarry in Maluku, Indonesia. The test was conducted for a construction project expansion by BP Berau Ltd. Two samples of aggregate sized 30mm and 20mm were tested according to Indonesian standards. The test results show the weight of material retained and passing through various sieve sizes, indicating that 99.68% of the sample passed through a 0.425mm sieve.

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Bengkulu Beton
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67 views6 pages

GRadasi FRaksi

This document summarizes the results of a sieve analysis test on aggregate samples from a quarry in Maluku, Indonesia. The test was conducted for a construction project expansion by BP Berau Ltd. Two samples of aggregate sized 30mm and 20mm were tested according to Indonesian standards. The test results show the weight of material retained and passing through various sieve sizes, indicating that 99.68% of the sample passed through a 0.425mm sieve.

Uploaded by

Bengkulu Beton
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Owner : BP Berau Ltd.

Job Unit
Plant Location : 1244662 N/A
Bintuni by Papua - Indonesia QC Code QCP Refference
CIV-0004-02M TEP-900-SPE-CV-BP4-0003
Project Title : Tangguh Expansion Project
Report No. Sheet
1 of 1
Subcontractor : PT.Sinar Beton Sinar Perkasa RFI-012 TM-CBSP-Manado
Grading "B"

SIEVE ANALYSIS OF AGGREGATE


SNI 03 - 6388 - 2000
Source of Sample :
Bt. Size 30mm Sampling Date : 7-Jul-23
To be user for :
LPA Testing Date : 7-Jul-23
Sample From :
Quarry - Sungai Wailola Desa Bula Seram bagian Timur Maluku Tested by : Usman J.
Location Testing :
Laboratorium PT.CBSP Wailola INTERNAL
Weigth of dry sample 4,538.3 gr A Weigth of dry sample 4,538 gr B
Cumulative Cumulative
Sieve Individu Container Individu Container Avarage
mm Retained gr gr Retained Retained Passing Retained gr gr Retained Retained Passing
gr % % gr % %
2" 0 0 100 50
37.5 - - - - 100.00 - - 100.00 100.00
25.0 1,973.4 - 1,973.4 43.48 56.52 1,973.4 - 1,973.4 43.48 56.52 56.52
9.50 2,550.3 - 4,523.7 99.68 0.32 2,550.3 - 4,523.7 99.68 0.32 0.32
4.75 - - 4,523.7 99.68 0.32 - - 4,523.7 99.68 0.32 0.32
2.00 - - 4,523.7 99.68 0.32 - - 4,523.7 99.68 0.32 0.32
0.425 - - 4,523.7 99.68 0.32 - - 4,523.7 99.68 0.32 0.32
0.075 - - 4,523.7 99.68 0.32 - - 4,523.7 99.68 0.32 0.32

Remarks

0,075 0,425 2,00 4,75 9,50 25,4 50,8


100

90

80

70

60

50

40

30

20

10

0
0.01 0.1 1 10 100
EQUIVALENT GRAIN DIAMETER (mm)
QC Construction Subcontractor Contractor Company Other
Name Name Name Name

Signature Signature Signature Signature

Date Date Date Date


Owner : BP Berau Ltd. Job Unit
Plant Location : 1244662 N/A
Bintuni by Papua - Indonesia QC Code QCP Refference
CIV-0004-02M TEP-900-SPE-CV-BP4-0003
Project Title : Tangguh Expansion Project
Report No. Sheet
1 of 1
Subcontractor : PT.Sinar Beton Sinar Perkasa RFI-012 TM-CBSP-Manado
Grading "B"

SIEVE ANALYSIS OF AGGREGATE


SNI 03 - 6388 - 2000
Source of Sample :
Bt. Size 20mm Sampling Date : 7-Jul-23
To be user for :
Type SP Testing Date : 7-Jul-23
Sample From :
Quarry - Sungai Wailola Desa Bula Seram bagian Timur Maluku Tested by : Usman J.
Location Testing :
Laboratorium PT.CBSP Wailola INTERNAL
Weigth of dry sample 3,523.3 gr A Weigth of dry sample 3,523.3 gr B
Cumulative Cumulative
Sieve Individu Container Individu Container Avarage
mm Retained gr gr Retained Retained Passing Retained gr gr Retained Retained Passing
gr % % gr % %
2" 0 0 100 50
50.8 - - - - 100.00 - - 100.00 100.00
25.0 - - - - 100.00 - - - - 100.00 100.00
9.50 2,656.3 - 2,656.3 75.39 24.61 2,656.3 - 2,656.3 75.39 24.61 24.61
4.75 843.8 - 3,500.1 99.34 0.66 843.8 - 3,500.1 99.34 0.66 0.66
2.00 4.4 - 3,504.5 99.47 0.53 4.4 - 3,504.5 99.47 0.53 0.53
0.425 1.6 - 3,506.1 99.51 0.49 1.6 - 3,506.1 99.51 0.49 0.49
0.075 5.4 - 3,511.5 99.67 0.33 5.4 - 3,511.5 99.67 0.33 0.33

Remarks

0,075 0,425 2,00 4,75 9,50 25,4 50,8


100

90

80

70

60

50

40

30

20

10

0
0.01 0.1 1 10 100
EQUIVALENT GRAIN DIAMETER (mm)
QC Construction Subcontractor Contractor Company Other
Name Name Name Name

Signature Signature Signature Signature

Date Date Date Date


Owner : BP Berau Ltd. Job Unit
Plant Location : 1244662 N/A
Bintuni by Papua - Indonesia QC Code QCP Refference
CIV-0004-02M TEP-900-SPE-CV-BP4-0003
Project Title : Tangguh Expansion Project
Report No. Sheet
1 of 1
Subcontractor : PT.Sinar Beton Sinar Perkasa RFI-012 TM-CBSP-Manado
Grading "B"

SIEVE ANALYSIS OF AGGREGATE


SNI 03 - 6388 - 2000
Source of Sample :
Bt. Size 10mm Sampling Date : 7-Jul-23
To be user for :
Type SP Testing Date : 7-Jul-23
Sample From :
Quarry - Sungai Wailola Desa Bula Seram bagian Timur Maluku Tested by : Usman J.
Location Testing :
Laboratorium PT.CBSP Wailola INTERNAL
Weigth of dry sample 865.10 gr A Weigth of dry sample 865.1 gr B
Cumulative Cumulative
Sieve Individu Container Individu Container Avarage
mm Retained gr gr Retained Retained Passing Retained gr gr Retained Retained Passing
gr % % gr % %
2" 0 0 100 50
50.8 - - - - 100.00 - - 100.00 100.00
25.0 - - - - 100.00 - - - - 100.00 100.00
9.50 - - - - 100.00 - - - - 100.00 100.00
4.75 551.1 - 551.1 63.70 36.30 551.1 - 551.1 63.70 36.30 36.30
2.00 305.2 - 856.3 98.98 1.02 305.2 - 856.3 98.98 1.02 1.02
0.425 0.9 - 857.2 99.09 0.91 0.9 - 857.2 99.09 0.91 0.91
0.075 4.4 - 861.6 99.60 0.40 4.4 - 861.6 99.60 0.40 0.40

Remarks

0,075 0,425 2,00 4,75 9,50 25,4 50,8


100

90

80

70

60

50

40

30

20

10

0
0.01 0.1 1 10 100
EQUIVALENT GRAIN DIAMETER (mm)
QC Construction Subcontractor Contractor Company Other
Name Name Name Name

Signature Signature Signature Signature

Date Date Date Date


Owner : BP Berau Ltd. Job Unit
Plant Location : 1244662 N/A
Bintuni by Papua - Indonesia QC Code QCP Refference
CIV-0004-02M TEP-900-SPE-CV-BP4-0003
Project Title : Tangguh Expansion Project
Report No. Sheet
1 of 1
Subcontractor : PT.Sinar Beton Sinar Perkasa RFI-012 TM-CBSP-Manado
Grading "B"

SIEVE ANALYSIS OF AGGREGATE


SNI 03 - 6388 - 2000
Source of Sample :
Abu Batu Sampling Date : 7-Jul-23
To be user for :
Type SP Testing Date : 7-Jul-23
Sample From :
Quarry - Sungai Wailola Desa Bula Seram bagian Timur Maluku Tested by : Usman J.
Location Testing :
Laboratorium PT.CBSP Wailola INTERNAL
Weigth of dry sample 677.4 gr A Weigth of dry sample 677 gr B
Cumulative Cumulative
Sieve Individu Container Individu Container Avarage
mm Retained gr gr Retained Retained Passing Retained gr gr Retained Retained Passing
gr % % gr % %
0 0 100 100 2" 0 100 100
50.8 - - - - 100.00 - - - - 100.00 100.00
25.4 - - - - 100.00 - - - - 100.00 100.00
9.50 - - - - 100.00 - - - - 100.00 100.00
4.75 1.2 - 1.2 0.18 99.82 1.2 - 1.2 0.18 99.82 99.82
2.00 157.5 - 158.7 23.43 76.57 157.5 - 158.7 23.43 76.57 76.57
0.425 273.8 - 432.5 63.85 36.15 273.8 - 432.5 63.85 36.15 36.15
0.075 201.9 - 634.4 93.65 6.35 201.9 - 634.4 93.65 6.35 6.35

Remarks

0,075 0,425 2,00 4,75 9,50 25,4 50,8


100

90

80

70

60

50

40

30

20

10

0
0.01 0.1 1 10 100
EQUIVALENT GRAIN DIAMETER (mm)
QC Construction Subcontractor Contractor Company Other
Name Name Name Name

Signature Signature Signature Signature

Date Date Date Date


Owner : BP Berau Ltd. Job Unit
Plant Location : 1244662 N/A
Bintuni by Papua - Indonesia QC Code QCP Refference
Project Title : CIV-0004-02M TEP-900-SPE-CV-BP4-0003
Tangguh Expansion Project Report No. Sheet
Subcontractor : 1 of 1
RFI-012 TM-CBSP-Manado
PT.Sinar Beton Sinar Perkasa Combined

COMBINED GRADING MATERIAL


SNI 03 - 6388 - 2000
Sample Type : Combined Material
To be user for : LPA
Sample From : Quarry - Sungai Wailola Desa Bula Seram bagian Timur Maluku
Location Test : Laborat PT.CBSP Bula
Tested by : Usman J. Testing Date : 7-Jul-23

% Passing Proportion

Sieve Specification
mm Abu Batu Bt 5/10 Bt 10/20 Bt 20/30 Combine Limit
Abu Batu Bt 5/10 Bt 10/20 Bt 20/30

23% 20% 15% 42% 100%


0 #DIV/0! 100 2" 0 #DIV/0! 100 100
37.5 100.00 100.00 100.00 100.00 23.00 20.00 15.00 42.00 100.00 100 - 100
25.4 100.00 100.00 100.00 56.52 23.00 20.00 15.00 23.74 81.74 79 - 85
9.50 100.00 100.00 24.61 0.32 23.00 20.00 3.69 0.13 46.83 44 - 58
4.75 99.82 36.30 0.66 0.32 22.96 7.26 0.10 0.13 30.45 29 - 44
2.00 76.57 1.02 0.53 0.32 17.61 0.20 0.08 0.13 18.03 17 - 30
0.425 36.15 0.91 0.49 0.32 8.31 0.18 0.07 0.13 8.70 7 - 17
0.075 6.35 0.40 0.33 0.32 1.46 0.08 0.05 0.13 1.72 2 - 8

Remarks

0,075 0,425 2,00 4,75 9,50 25,4 37,5


100
Hidrometer
90

80

70

60
Passing
%

50
Spec. Limid
40

30

20

10

0
0.0 0.1 1.0 10.0 100.0
Silt - Clay Fine Medium Rough Gravel
Sand

Construction Subcontractor Contractor Company Other


Name Name Name Name

Signature Signature Signature Signature


Signature Signature Signature Signature

Date Date Date Date

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