PT.

CONBLOC INDONESIA
BAGIAN QA & QC
JL. NANAS IV No. 37 SAMPIT
KALIMANTAN TENGAH

CONSULTANT : PT. PERENTJANA DJAJA PROJECT : KM. 65 ASAM BARU

WORK ITEM : Base A
CONTRACTOR : PT. CONBLOC INDONESIA TESTED BY : Y AGUSTINUS
DATE : 22 NOPEMBER 2004

SIEVE ANALYSIS
SPLEET 2-3
SIEVE Wt. Retained Average
% Retained % Passing
SIZE ( gr ) Specification
% Passing
inch mm 1 kom 1 2 1 2
2" 50.00 - - 100.0 100.0 100 100
11/2 "
37.50 - - 100.0 100.0 100 100
1"
25.00 3,096.0 3,096.0 61.92 38.08 38.1 79 85
3/8 "
9.50 1,880.0 4,976.0 99.52 0.48 0.5 44 58
# 4 4.75 24.0 5,000.0 100.00 - 0.0 29 44
# 10 2.00 - 5,000.0 100.00 - 0.0 17 30
# 40 0.43 - 5,000.0 100.00 - 0.0 7 17
# 200 0.075 - 5,000.0 100.00 - 0.0 2 8
TOTAL 5,000.0
NOTE :
Percent Passing ( % )

100

90

80

70

60

50

40

30

20

10

0
0.01 0.10 1.00 10.00 100.00
Sieve Size ( mm )

SUB PROJECT CONSULTANT CONTRACTOR

KM.65 ASAM BARU PT. PERENTJANA DJAJA PT. CONBLOC INDONESIA

( ) ( ) ( )
 PT. CONBLOC INDONESIA
BAGIAN QA & QC
JL. NANAS IV No. 37 SAMPIT
KALIMANTAN TENGAH

CONSULTANT : PT. PERENTJANA DJAJA PROJECT : KM. 65 ASAM BARU

WORK ITEM : Soil KM 34
CONTRACTOR : PT. CONBLOC INDONESIA TESTED BY : Y AGUSTINUS
DATE : 22 NOPEMBER 2004

SIEVE ANALYSIS
spleet 1-2
SIEVE Wt. Retained Average
% Retained % Passing
SIZE ( gr ) Specification
% Passing
inch mm 1 2 1 2 1 2
2" 50.00 - 100.0 100.0 100 100
11/2 "
37.50 - - 100.0 100.0 100 100
1"
25.00 - - - 100.0 100.0 79 85
3/8 "
9.50 3,447.0 3,447.0 68.94 31.1 31.1 44 58
# 4 4.75 1,454.0 4,901.0 98.02 2.0 2.0 29 44
# 10 2.00 14.0 4,915.0 98.30 1.7 1.7 17 30
# 40 0.43 - 4,915.0 98.30 1.7 1.7 7 17
# 200 0.075 - 4,915.0 98.30 1.7 1.7 2 8
TOTAL 5,000.0 100 100
NOTE :
Percent Passing ( % )

100

90

80

70

60

50

40

30

20

10

0
0.01 0.10 1.00 10.00 100.00
Sieve Size ( mm )

SUB PROJECT CONSULTANT CONTRACTOR

KM.65 ASAM BARU PT. PERENTJANA DJAJA PT. CONBLOC INDONESIA

( ) ( ) ( )
 PT. CONBLOC INDONESIA
BAGIAN QA & QC
JL. NANAS IV No. 37 SAMPIT
KALIMANTAN TENGAH

CONSULTANT : PT. PERENTJANA DJAJA PROJECT : KM. 65 ASAM BARU

WORK ITEM : Soil KM 34
CONTRACTOR : PT. CONBLOC INDONESIA TESTED BY : Y AGUSTINUS
DATE : 22 NOPEMBER 2004

SIEVE ANALYSIS
screeneng
SIEVE Wt. Retained Average
% Retained % Passing
SIZE ( gr ) Specification
% Passing
inch mm 1 2 1 2 1 2
2" 50.00 - 100.0 100.0 100 100
11/2 "
37.50 - - 100.0 100.0 100 100
1"
25.00 - - - 100.0 100.0 79 85
3/8 "
9.50 - - - 100.0 100.0 44 58
# 4 4.75 609.1 609.1 60.91 39.1 39.1 29 44
# 10 2.00 344.7 953.8 95.38 4.6 4.6 17 30
# 40 0.43 23.7 977.5 97.75 2.3 2.3 7 17
# 200 0.075 6.6 984.1 98.41 1.6 1.6 2 8
TOTAL 1,000.0 100 100
NOTE :
Percent Passing ( % )

100

90

80

70

60

50

40

30

20

10

0
0.01 0.10 Sieve Size ( mm
1.00 ) 10.00 100.00

SUB PROJECT CONSULTANT CONTRACTOR

KM.65 ASAM BARU PT. PERENTJANA DJAJA PT. CONBLOC INDONESIA

( ) ( ) ( )
 PT. CONBLOC INDONESIA
BAGIAN QA & QC
JL. NANAS IV No. 37 SAMPIT
KALIMANTAN TENGAH

CONSULTANT : PT. PERENTJANA DJAJA PROJECT : KM. 65 ASAM BARU

WORK ITEM : Soil KM 34
CONTRACTOR : PT. CONBLOC INDONESIA TESTED BY : Y AGUSTINUS
DATE : 22 NOPEMBER 2004

SIEVE ANALYSIS
abu batu
SIEVE Wt. Retained Average
% Retained % Passing
SIZE ( gr ) Specification
% Passing
inch mm 1 2 1 2 1 2
2" 50.00 - 100.0 100.0 100 100
11/2 "
37.50 - - 100.0 100.0 100 100
1"
25.00 - - - 100.0 100.0 79 85
3/8 "
9.50 - - - 100.0 100.0 44 58
# 4 4.75 1.3 1.3 0.13 99.9 99.9 29 44
# 10 2.00 216.5 217.8 21.78 78.2 78.2 17 30
# 40 0.43 568.8 786.6 78.66 21.3 21.3 7 17
# 200 0.075 107.4 894.0 89.40 10.6 10.6 2 8
TOTAL 1,000.0 100 100
NOTE :
Percent Passing ( % )

100

90

80

70

60

50

40

30

20

10

0
0.01 0.10 Sieve Size ( mm
1.00 ) 10.00 100.00

SUB PROJECT CONSULTANT CONTRACTOR

KM.65 ASAM BARU PT. PERENTJANA DJAJA PT. CONBLOC INDONESIA

( ) ( ) ( )
 COMBINATION MATERIAL OF ANALYSIS GRADING TEST

Sieve
spleet 2-3 spleet 1-2 ccreneeng abu batu Total
Size Spec. 1000 ton
inch mm % Pass 10% % Pass 15% % Pass 45% % Pass 40% %

3" 77 100.0 10.00 100.0 15.00 100.0 45.00 100.0 40.00 110.00 100 100
2 /2 "
1
63 100.0 10.00 100.0 15.00 100.0 45.00 100.0 40.00 110.00
2" 50.00 100.0 10.00 100.0 15.00 100.00 45.00 100.00 40.00 110.00
1 /2 "
1
37.50 100.0 10.00 100.0 15.00 100.00 45.00 100.00 40.00 110.00
1" 25.00 38.1 3.81 100.0 15.00 100.00 45.00 100.00 40.00 103.81
3
/8 " 9.50 0.5 0.05 31.1 4.66 100.00 45.00 100.00 40.00 89.71
# 4 4.75 - - 2.0 0.30 39.09 17.59 99.87 39.95 57.84
# 10 2.00 - - 1.7 0.26 4.62 2.08 78.22 31.29 33.62 20 100
# 40 0.43 - - 1.7 0.26 3.20 1.44 21.34 8.54 10.23 5 60
# 200 0.075 - - 1.7 0.26 1.59 0.72 9.43 3.77 4.74 0 8
 GRAPHIC OF COMBINATION MATERIAL OF ANALYSIS GRADING TEST
Hengki
100
Percent Passing ( % )

90

80

70

60

50

40

30

20

10

-
Sieve ( mm )
0.01 0.1 1 10 100
 COMPACTION TEST

No. Format :
Referensi : SNI 03-1743-1989

PROJECT DATE 07 September 2015

TESTED BY Rohendi
SUB PROJECT : WORK ITEM Base A
FUND SOURCE : LOCATION 77 + 450
PACKAGE NAME :
PACKAGE NO

No. Wet Soil 1 2 3 4 5

Wet Soil ( gr ) 2000 2000 2000 2000 2000
Initial Water (%) 2% 2% 2% 2% 2%
Water added (%) 2% 4% 6% 8% 10%
Water added ( cc ) 40 80 120 160 200
DENSITY
Mould + Soil ( gr ) 9649 9804 10006 10038 9862
Mould ( gr ) 5276 5276 5276 5276 5276
Wet Soil ( gr ) 4373 4528 4730 4762 4586
Volume of Cilynder ( cc ) 2085.714 2085.714 2085.714 2085.714 2085.714
Wet density (gr/cc ) 2.097 2.171 2.268 2.283 2.199
Dry density (gr/cc ) 1.992 2.022 2.076 2.045 1.942

MOISTURE CONTENT
ASSUMED WATER CONTENT 4% 6% 8% 10% 12%
Wet Soil + Cont. ( gr ) 201.2 143.1 121.3 187.5 138.4
Dry Soil + Cont. ( gr ) 194.4 137.6 116.5 175.0 129.5
Container ( gr ) 64.4 63.0 64.4 67.6 62.2
Water ( gr ) 6.8 5.5 4.8 12.5 8.9
Dry Soil ( gr ) 130.0 74.6 52.1 107.4 67.3
Moisture Content (%) 5.23 7.37 9.21 11.64 13.22
Average 5.23 7.37 9.21 11.64 13.22
Maximum Dry Density : 2.065 gr/cm3
Opt. Water Content : 9.20 %
Dry Density ( gr/cm3 )

2.900

2.700

2.500

2.300

2.100

1.900

1.700

1.500

1.300

1.100
0 2 4 6 8 10Water Content
12 (%)
14 16 18 20 22 24 26 28

CONTRACTOR CONSULTANT EMPLOYER

834472830.xls/compaction
834472830.xls/compaction
CONSULTANT PROJECT
WORK ITEM
CONTRACTOR LOCATION
DATE

LAB C B R
SWELLING 10 Blows Before After
Date Wt.Soil +Mold 11,230 11,173
Time Wt. Mold 6,941 6,941
Reading Wt. Wet Soil 4,289 4,232
Swelling Volume Mold 2,196 2,196
Wt. Density 1.953 1.927
Dry Density 1.786 1.769

PENETRATION DEFORMATION 30.8235

TIME PENT. DIAL READING LOAD
4,000
Min. Inch. Top Bottom Top Bottom
3
/4 0.0125 8 246.6
3
/4 0.0250 15 462.4
1 0.0500 30 924.7 3,500
11/2 0.0750 45 1,387.1
2 0.1000 57 1,756.9
3 0.1500 73 2,250.1
3,000
4 0.2000 86 2,650.8
6 0.3000
8 0.4000
2,500

Before After
Wt. Wet Soil + Pan 122.40 42.88 2,000
Wt. Dry Soil + Pan 117.50 40.45
Wt. Of Pan 65.10 13.30
Wt. Water 4.90 2.43
1,500
Wt. Dry Soil 52.40 27.15
Water Content 9.35 8.95
Average 9.35 8.95
1,000

C B R VALUE
CBR 0.1 0.2
500
TOP x 100 % x 100 %
3 x 1000 3 x 1500
% %
1,756.9 2,650.8 -
BOOTOM x 100 % x 100 % 0 0.1 0.2 0.3
3 x 1000 3 x 1500
58.56 % 58.91 % keterangan : 20 blow

EMPLOYER CONSULTANT CONTRACTOR

CONSULTANT PROJECT
WORK ITEM
CONTRACTOR LOCATION
DATE

LAB C B R
SWELLING 10 Blows Before After
Date Wt.Soil +Mold 12,025 12,178
Time Wt. Mold 7,538 7,658
Reading Wt. Wet Soil 4,487 4,520
Swelling Volume Mold 2,056.5 2,057
Wt. Density 2.182 2.198
Dry Density 1.992 1.995

PENETRATION DEFORMATION
TIME PENT. DIAL READING LOAD
Min. Inch. Top Bottom Top Bottom
3
/4 0.0125 8 246.6 5,000
3
/4 0.0250 19 585.6
1 0.0500 39 1,202.1
11/2 0.0750 58 1,787.8
2 0.1000 73 2,250.1
3 0.1500 93 2,866.6 4,000
4 0.2000 111 3,421.4
6 0.3000
8 0.4000

3,000
Before After
Wt. Wet Soil + Pan 122.00 135.50
Wt. Dry Soil + Pan 117.00 129.00
Wt. Of Pan 64.40 65.20
Wt. Water 5.00 6.50
Wt. Dry Soil 52.60 63.80 2,000
Water Content 9.51 10.19
Average 9.51 10.19

C B R VALUE
1,000
CBR 0.1 0.2

TOP x 100 % x 100 %

3 x 1000 3 x 1500
% %
2,250.1 3,421.4
BOOTOM x 100 % x 100 %
3 x 1000 3 x 1500 -
75.00 % 76.03 % 0
keterangan : 40 blow 0.1 0.2 0.3

EMPLOYER CONSULTANT CONTRACTOR

CONSULTANT PROJECT
WORK ITEM
CONTRACTOR LOCATION
DATE

LAB C B R
SWELLING 10 Blows Before After
Date Wt.Soil +Mold 12,185 12,243
Time Wt. Mold 7,417 7,417
Reading Wt. Wet Soil 4,768 4,826
Swelling Volume Mold 2,104 2,104
Wt. Density 2.266 2.294
Dry Density 2.069 2.048

PENETRATION DEFORMATION
TIME PENT. DIAL READING LOAD
6,000
Min. Inch. Top Bottom Bottom
3
/4 0.0125 9 277.4
3
/4 0.0250 22 678.1
1 0.0500 42 1,294.6
11/2 0.0750 59 1,818.6 5,000
2 0.1000 76 2,342.6
3 0.1500 100 3,082.4
4 0.2000 127 3,914.6
6 0.3000
4,000
8 0.4000

Before After
Wt. Wet Soil + Pan 133.20 126.80 3,000
Wt. Dry Soil + Pan 127.20 120.10
Wt. Of Pan 64.40 64.40
Wt. Water 6.00 6.70
Wt. Dry Soil 62.80 55.70
Water Content 9.55 12.03 2,000

Average 9.55 12.03

C B R VALUE 1,000
CBR 0.1 0.2

TOP x 100 % x 100 %

3 x 1000 3 x 1500
% %
2,342.6 3,914.6 -
BOOTOM x 100 % x 100 % 0 0.1 0.2 0.3
3 x 1000 3 x 1500
78.09 % 86.99 % keterangan : 65 blow

EMPLOYER CONSULTANT CONTRACTOR

 CONSULTANT PROJECT
WORK ITEM
CONTRACTOR LOCATION
DATE

C B R & COMPACTION

Compaction Method : T. 180 - D Legend : 10 Blows

Sp. Gravity : NP 30 Blows
Opt. Water Content : 14.000 % 65 Blows
100% gd maximum : 2.065 gr/cm3 CBR 100% gd max 87.0%
95% gd maximum : 1.962 gr/cm3 CBR 95% gd max 72.0%

2.200 2.200
Dry Density (kg/cm3)

2.000 2.000

1.800 1.800

1.600 1.600

1.400 1.400

1.200 1.200

1.000 1.000
0.000 2.000 4.000 6.000 8.000 10.000 12.000 14.000 40 60 80
Water Content ( % ) CBR (%)

EMPLOYER CONSULTANT CONTRACTOR

 PROYEK TOL TRANS SUMATRA
BAKAHUNI - TERBANGGI BESAR

PROYEK : TANGGAL :
LOKASI : DIUJI OLEH :
KONTRAKTOR : DIPERIKSA OL,EH :
JENIS MATERIAL :

PEMERIKSAAN KEAUSAN AGREGAT DENGAN MESIN LOS ANGELES

PB-0206-76

Gradasi Pemeriksaan "B"

Saringan PENGUJIAN 1 PENGUJIAN 2
Berat sebelum Berat sesudah Berat sebelum Berat sesudah
Lolos Tertahan
(a) (b) (a) (b)
76.6 mm (3") 63.5 mm (2½")
63.5 mm (2½") 50.8 mm (2")
50.8 mm (2") 37.5 mm (1½")
37.5 mm (1½") 25.4 mm (1")
25.4 mm (1") 19.0 mm (¾")
19.0 mm (¾") 12.5 mm (½") 2500
12.5 mm (½") 9.5 mm (³/8") 2500
9.5 mm (³/8") 6.3 mm (¼")
6.3 mm (¼") 4.7 mm (#4)
4.7 mm (#4) 2.36 mm (#8)
Jumlah berat 5000
Berat tertahan saringan #12 3118

Hasil pengujian 1. a = 5000.0 gram

b = 3118.0 gram
a-b = 1882.0 gram

Pengujian Keausan 1.
= 37.64 %

Divisi Laborat

...............................
 CONSULTANT PROJECT
WORK ITEM
CONTRACTOR LOCATION
DATE

CLAY LUMPS AND VARIABLE PARTICLE IN AGGREGATE

After Test
Before Test
Soak of a period 24 +/- 4 hours
ASTM Size No. Wt. of Sample ASTM Size No. Wt. of Sample Remarks
P
Passing Retained gram Retained gram
inch mm inch mm (W) inch mm (R) (%)

11/2 38.10 3
/4 19.00 3,000.00 # 4 4.75 2,998.0 0.07 P = max 5%

/4
3
19.00 3
/8 9.50 2,000.00 # 8 2.36 1,992.0 0.40

/8
3
9.50 # 4 4.75 1,000.00 # 20 0.35 981.3 1.87

CLAY LUMPS AND VARIABLE PARTICLES IN AGGREGATE ( P ) TOTALS 2.34

CALCULATION :
(W-R)
Clay Lumps Variable Particles in Aggregate ( P ) = x 100%
W

EMPLOYER CONSULTANT CONTRACTOR

834472830.xls/particle in agg.