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Lpa Bula

This document summarizes the results of a combined grading material test on samples from a quarry in Bula, Maluku, Indonesia. The test was conducted to evaluate materials to be used for LPA. Samples were taken from four different material types - Abu Batu, Bt 5/10, Bt 10/20, Bt 20/30 - in the specified proportions of 25%, 30%, 25%, 20%. The test results show the percentage of each material passing through various sieve sizes, meeting the specification limits for a combined grading material according to SNI 03-6388-2000. The total combined volume of materials tested was 3000 cubic meters.

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0% found this document useful (0 votes)
44 views2 pages

Lpa Bula

This document summarizes the results of a combined grading material test on samples from a quarry in Bula, Maluku, Indonesia. The test was conducted to evaluate materials to be used for LPA. Samples were taken from four different material types - Abu Batu, Bt 5/10, Bt 10/20, Bt 20/30 - in the specified proportions of 25%, 30%, 25%, 20%. The test results show the percentage of each material passing through various sieve sizes, meeting the specification limits for a combined grading material according to SNI 03-6388-2000. The total combined volume of materials tested was 3000 cubic meters.

Uploaded by

Bengkulu Beton
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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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
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 : 7/7/2023

% 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

25% 30% 25% 20% 100%


Permintaan dari pembeli 25% 30% 25% 20% 100% 1
37.5 100.00 100.00 100.00 100.00 25.00 30.00 25.00 20.00 100.00 100 - 100
25.4 100.00 100.00 100.00 56.52 25.00 30.00 25.00 11.30 91.30 79 - 85
9.50 100.00 100.00 24.61 0.32 25.00 30.00 6.15 0.06 61.22 44 - 58
4.75 99.82 36.30 0.66 - 24.96 10.89 0.17 - 36.01 29 - 44
2.00 76.57 1.02 0.53 - 19.14 0.31 0.13 - 19.58 17 - 30
0.425 36.15 0.91 0.49 - 9.04 0.27 0.12 - 9.43 7 - 17
0.075 6.35 0.40 0.33 - 1.59 0.12 0.08 - 1.79 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

Date Date Date Date


Abu Bt 5/10 Bt 10/20 Bt 20/30 Volume m3 Keterangan
750 900 750 600 3000 Mendekati
750 900 750 600 3000 Sudah tercampur

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