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NO. LAPORAN: KISBS/IS/L/02/2/12 ( 01 )
Job Ref : M/2308/12 Date Of Report : 05.11.2012 Sheet No : 2 / 2
Project : Roadworks Testing To Project Setia Business Park II To Road Reserved From
Bandar Dato' Onn, On Lot PTD 117035, Mukim Tebrau, Johor Bahru, Johor.
Client:
THICKNESS TEST REPORT
No. POINT MATERIALS TYPE OF TEST (mm)
POINT 1 Trial Lay Premix Thickness 1421
POINT 2 Trial Lay Premix Thickness 1402
TESTED BY : - CHECKED BY : -
KUMPULAN IKRAM Sdn.Bhd. (360789 T)
Report No. : KISBS/IS/L/02/2/12(3)
Job Ref : M/2308/2012 Date of test : 05.11.2012
Project : Roadworks Testing To Project Setia Business Park II To Road Reserved From
Bandar Dato' Onn, On Lot PTD 117035, Mukim Tebrau, Johor Bahru, Johor.
Date Of Test5.11.2012
(iii) - Compaction And Density Test
Material : PREMIX
Sample Reference
Mass Saturated Bulk Specific Degree of
Mass in Air Mass in Water Surface Dry Gravity Compaction **
g g g %
Trial Lay2282.6 1237.257 2239.72 2.28 99
Point 1
Trial Lay2320.192 1213.31 2315.31 2.11 92
Point 2
Average 95.5
Standard
2.31Laboratory
Compacted
Specimen*
NOTE :** Degree of Compaction = Sample Bulk Specific Gravity X 100
Bulk Specific Gravity of Standard Laboratory Compacted Specimen
Type of Pavement Layer
Binder and Wearing Course 95 - 100% Marshall Density
TESTED BY: CHECKED BY:
Kumpulan Ikram Sdn.Bhd. (360785 A)
Mg/m3
Required Compacted Density
Report No. : KISBS/IS/L/02/2/12(3)
Bilangan Kerja : M/337/2011 Tarikh Laporan : 20.09.2012 Muka Surat : 2 / 2
(JALAN BEKOH DAN JALAN DURIAN CONDONG, DAERAH LEDANG, JOHOR
Sample Reference
Mass Saturated Bulk Specific Degree of
Mass in Air Mass in Water Surface Dry Gravity Compaction ***
g g g g/cu.cm %
No.1 CH 1500948.18 520.28 957.15 2.15 94
Jalan Durian Condong
No.2 CH 1300827.14 456.96 836.74 2.21 96
Jalan Durian Condong
No 3 CH 3001083.07 591.21 1093.41 2.17 95
Jalan Durian Condong
No.3 CH 400946.38 523.06 953.97 2.21 96
Jalan Bekoh
No.4 CH 2001000.5 554.19 1011.42 2.21 96
Jalan Durian Condong
No.4 CH 634804.14 447.29 808.86 1.38 60
Jalan Bekoh
No.4 CH 100986.14 546.34 992.81 2.23 97
Jalan Durian Condong
No.4 CH 900901.23 500.74 903.84 2.2 96
Jalan Bekoh
Standard ophir quarry* 2.296
Laboratory
Compacted
Specimen* 2.296
NOTE :* The standard laboratory compacted specimen is from ophir quarry
*** Degree of Compaction = Sample Bulk Specific Gravity X 100Bulk Specific Gravity of Standard
Laboratory Compacted Specimen
DI UJI OLEH :- DI SEMAK OLEH :-
Kumpulan Ikram Sdn.Bhd. (360789 T)
Tajuk Kerja/ Projek: KERJA - KERJA MEMBAIKPULIH MUKA JALAN NEGERI - NEGERI SELURUH NEGERI JOHOR ZON A
Report No. : KISBS/IS/L/02/2/12(3)
Job Ref : M/2308/2012 Date : 07.11.2012
Project : Roadworks Testing To Project Setia Business Park II To Road Reserved From
Bandar Dato' Onn, On Lot PTD 117035, Mukim Tebrau, Johor Bahru, Johor.
(ii) - Sieve Analysis
No. Material Ref. Material Test Method Cum.Passing ( % )
1 ACB 28 Sieve Analysis BS 812 :Section 103 :
1985BS Test Sieve JKR/SPJ/88
37.5 mm Table 4.8 ACB 28 10028.0 mm 10020.0 mm 8814.0 mm 7710.0 mm 67 5.0 mm 563.35 mm 45
1.18 mm 28 0.425 mm 15 0.150 mm 8 0.075 mm 5
** This materials is according to the specification
PREPARED BY :- CHECKED BY:-
Kumpulan Ikram Sdn.Bhd. (360785 A)
Bandar Dato' Onn
0.01 0.1 1 10 100
0
10
20
30
40
50
60
70
80
90
100 100100
88
77
67
56
45
28
15
85
SIEVE ANALYSIS CURVE
Spec HighGraphSpec Low
BS SIEVE
% P
ASS
ING
HIGH LOW
37.5 100 100 10028 100 100 8020 93 88 7214 82 77 5810 75 67 505 58 56 36
3.35 52 45 301.18 38 28 18
0.425 25 15 110.15 14 8 5
0.075 8 5 3
Report No. : KISBS/IS/L/02/2/12(3)
Job Ref : M/2308/2012 Date : 07.11.2012
Project : Roadworks Testing To Project Setia Business Park II To Road Reserved From
Bandar Dato' Onn, On Lot PTD 117035, Mukim Tebrau, Johor Bahru, Johor.
G) Premix Test
(I) - Bintumen Content Test Report
Test Method : ASTM D2172 - 92
ACB 28
Weight of Container , gram 1427.00
Weight of Container + Sample , gram 2428.60
Weight of Container + Sample + Filter Paper , gram 2456.00
Weight of Sample , gram 1001.60
Weight of Sample + Container + Filter Paper , gram 2406.80( after extraction )
Bitumen Content* 4.91
Remarks : Design Bitument Contents ( JKR/SPJ/1988 )
ACB 28 - Binder Course 4.0 - 6.0 %
PREPARED BY: CHECKED BY
Kumpulan Ikram Sdn.Bhd. (360785 A)
Report No : KISBS/IS/L/02/2/12 (2)
Job Ref : M/2308/2012 Date : 07.11.2012
Project : Roadworks Testing To Project Setia Business Park II To Road Reserved From
Bandar Dato' Onn, On Lot PTD 117035, Mukim Tebrau, Johor Bahru, Johor.
(ii) - Sieve Analysis
No. Material Ref. Material Test Method Cum.Passing ( % )
1 ACW 20 Sieve Analysis BS 812 :Section 103 :
1985BS Test Sieve JKR/SPJ/88
37.5 mm Table 4.8 ACW 20 10028.0 mm 10020.0 mm 9314.0 mm 8010.0 mm 68 5.0 mm 563.35 mm 46
1.18 mm 28 0.425 mm 15 0.150 mm 8 0.075 mm 5
** This materials is according to the specification
PREPARED BY :- CHECKED BY:-
Kumpulan Ikram Sdn.Bhd. (360785 A)
Bandar Dato' Onn
0.01 0.1 1 10 100
0
10
20
30
40
50
60
70
80
90
100 100100
93
80
68
56
46
28
15
85
SIEVE ANALYSIS CURVE
Spec HighGraphSpec Low
BS SIEVE
% P
ASS
ING
HIGH LOW
37.5 100 100 10028 100 100 8020 93 93 7214 82 80 5810 75 68 505 58 56 36
3.35 52 46 301.18 38 28 18
0.425 25 15 110.15 14 8 5
0.075 8 5 3
Report No : KISBS/IS/L/02/2/12 (3)
Job Ref : M/2308/2012 Date : 07.11.2012
Project : Roadworks Testing To Project Setia Business Park II To Road Reserved From
Bandar Dato' Onn, On Lot PTD 117035, Mukim Tebrau, Johor Bahru, Johor.
G) Premix Test
(I) - Bitumen Content Test Report
Test Method : ASTM D2172 - 92
ACW 20
Weight of Container , gram 1204.10
Weight of Container + Sample , gram 2232.10
Weight of Container + Sample + Filter Paper , gram 2258.90
Weight of Sample , gram 1028.00
Weight of Sample + Container + Filter Paper , gram 2202.50( after extraction )
Bitumen Content* , % 5.5
Remarks : Design Bitument Contents ( JKR/SPJ/1988 )
ACW 20 - Wearing Course 5.0 - 7.0 %
PREPARED BY: CHECKED BY :
Kumpulan Ikram Sdn.Bhd. (360785 A)
Report No : KISBS/IS/L/02/2/12 (3)
Job Ref : M/1938/2012 Date : 18.09.2012
Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru
(ii) - Sieve Analysis
No. Material Ref. Material Test Method Cum.Passing ( % )
1 ACB 28 Taman Seroja Sieve Analysis BS 812 :(Batch 3)15.9.2012) Section 103 :
1985BS Test Sieve JKR/SPJ/88
37.5 mm Table 4.8 ACW 28 10028.0 mm 10020.0 mm 8514.0 mm 7810.0 mm 68 5.0 mm 553.35 mm 50
1.18 mm 30 0.425 mm 18 0.150 mm 7 0.075 mm 2
** This materials is according to the specification
PREPARED BY :- CHECKED BY:-
Kumpulan Ikram Sdn.Bhd. (360785 A)
0.01 0.1 1 10 100
0
10
20
30
40
50
60
70
80
90
100 100100
85
78
68
55
50
30
18
7
2
SIEVE ANALYSIS CURVE
Spec HighGraphSpec Low
BS SIEVE
% P
ASS
ING
HIGH LOW
37.5 100 100 10028 100 100 8020 93 85 7214 82 78 5810 75 68 505 58 55 36
3.35 52 50 301.18 38 30 18
0.425 25 18 110.15 14 7 5
0.075 8 2 3
Report No : KISBS/IS/L/02/2/12 (3)
Job Ref : M/1938/2012 Date : 18.09.2012
Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru, Johor
Date Premix : 15.9.2012
G) Premix Test
(I) - Bintumen Content Test Report
Test Method : ASTM D2172 - 92
ACB 28
Weight of Container , gram 1527.50
Weight of Container + Sample , gram 2564.90
Weight of Container + Sample + Filter Paper , gram 2591.60
Weight of Sample , gram 1037.40
Weight of Sample + Container + Filter Paper , gram 2540.90( after extraction )
Bitumen Content* , % 4.89
Remarks : Design Bitument Contents ( JKR/SPJ/1988 )
ACB 28 - Binder Course 4.0 - 6.0 %
PREPARED BY: CHECKED BY:-
Kumpulan Ikram Sdn.Bhd. (360785 A)
Report No : KISBS/IS/L/02/2/12 (4)
Job Ref : M/1938/2012 Date : 12.10.2012
Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru
(ii) - Sieve Analysis
No. Material Ref. Material Test Method Cum.Passing ( % )
1 ACB 28 Taman Seroja Sieve Analysis BS 812 :(Batch 4)6.10.2012 Section 103 :
1985BS Test Sieve JKR/SPJ/88
37.5 mm Table 4.8 ACW 28 10028.0 mm 10020.0 mm 9014.0 mm 7510.0 mm 65 5.0 mm 503.35 mm 45
1.18 mm 30 0.425 mm 16 0.150 mm 7 0.075 mm 5
** This materials is according to the specification
PREPARED BY :- CHECKED BY:-
Kumpulan Ikram Sdn.Bhd. (360785 A)
0.01 0.1 1 10 100
0
10
20
30
40
50
60
70
80
90
100 100100
90
75
65
50
45
30
16
75
SIEVE ANALYSIS CURVE
Spec HighGraphSpec Low
BS SIEVE
% P
ASS
ING
HIGH LOW
37.5 100 100 10028 100 100 8020 93 90 7214 82 75 5810 75 65 505 58 50 36
3.35 52 45 301.18 38 30 18
0.425 25 16 110.15 14 7 5
0.075 8 5 3
Report No : KISBS/IS/L/02/2/12 (4)
Job Ref : M/1938/2012 Date : 12.10.2012
Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru, Johor
Date Premix : 6.10.2012
G) Premix Test
(I) - Bintumen Content Test Report
Test Method : ASTM D2172 - 92
ACB 28
Weight of Container , gram 1529.80
Weight of Container + Sample , gram 2660.90
Weight of Container + Sample + Filter Paper , gram 2680.90
Weight of Sample , gram 1131.10
Weight of Sample + Container + Filter Paper , gram 2630.10( after extraction )
Bitumen Content* , % 4.49
Remarks : Design Bitument Contents ( JKR/SPJ/1988 )
ACB 28 - Binder Course 4.0 - 6.0 %
PREPARED BY: CHECKED BY
Kumpulan Ikram Sdn.Bhd. (360785 A)
Report No : KISBS/IS/L/02/2/12 (5)
Job Ref : M/2006/2012 Date : 15.10.2012
Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru
(ii) - Sieve Analysis
No. Material Ref. Material Test Method Cum.Passing ( % )
1 ACW20 Taman Seroja Sieve Analysis BS 812 :5.10.2012 Section 103 :
1985BS Test Sieve JKR/SPJ/88
37.5 mm Table 4.8 ACW20 10028.0 mm 10020.0 mm 10014.0 mm 8710.0 mm 76 5.0 mm 593.35 mm 48
1.18 mm 29 0.425 mm 15 0.150 mm 7 0.075 mm 5
** This materials is according to the specification
PREPARED BY :- CHECKED BY:-
Kumpulan Ikram Sdn.Bhd. (360785 A)
0.01 0.1 1 10 100
0
10
20
30
40
50
60
70
80
90
100 100100100
87
76
59
48
29
15
75
SIEVE ANALYSIS CURVE
Spec HighGraphSpec Low
BS SIEVE
% P
ASS
ING
HIGH LOW
37.5 100 100 10028 100 100 10020 100 100 7614 89 87 6410 81 76 565 71 59 46
3.35 58 48 321.18 42 29 20
0.425 28 15 120.15 16 7 6
0.075 8 5 4
Report No : KISBS/IS/L/02/2/12 (5)
Job Ref : M/2006/2012 Date : 15.10.2012
Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru, Johor
Date Premix : 5.10.2012
G) Premix Test
(I) - Bintumen Content Test Report
Test Method : ASTM D2172 - 92
ACWC
Weight of Container , gram 1204.10
Weight of Container + Sample , gram 2197.20
Weight of Container + Sample + Filter Paper , gram 2222.70
Weight of Sample , gram 993.10
Weight of Sample + Container + Filter Paper , gram 2171.30( after extraction )
Bitumen Content* , % 5.18
Remarks : Design Bitument Contents ( JKR/SPJ/1988 )
ACW - Wearing Course 5.0 - 7.0 %
PREPARED BY: CHECKED BY:
Kumpulan Ikram Sdn.Bhd. (360785 A)
1204.1
Report No : KISBS/IS/L/02/2/12 (6)
Job Ref : M/2006/2012 Date : 15.10.2012
Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru
(ii) - Sieve Analysis
No. Material Ref. Material Test Method Cum.Passing ( % )
1 ACW20 Taman Seroja Sieve Analysis BS 812 :6.10.20121 Section 103 :
1985BS Test Sieve JKR/SPJ/88
37.5 mm Table 4.8 ACW20 10028.0 mm 10020.0 mm 10014.0 mm 8010.0 mm 74 5.0 mm 563.35 mm 50
1.18 mm 29 0.425 mm 14 0.150 mm 8 0.075 mm 6
** This materials is according to the specification
PREPARED BY :- CHECKED BY:-
Kumpulan Ikram Sdn.Bhd. (360789 T)
0.01 0.1 1 10 100
0
10
20
30
40
50
60
70
80
90
100 100100100
80
74
56
50
29
14
86
SIEVE ANALYSIS CURVE
Spec HighGraphSpec Low
BS SIEVE
% P
ASS
ING
HIGH LOW
37.5 100 100 10028 100 100 10020 100 100 7614 89 80 6410 81 74 565 71 56 46
3.35 58 50 321.18 42 29 20
0.425 28 14 120.15 16 8 6
0.075 8 6 4
Report No : KISBS/IS/L/02/2/12 (5)
Job Ref : M/2006/2012 Date : 15.10.2012
Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru, Johor
Date Premix : 6.10.2012
G) Premix Test
(I) - Bintumen Content Test Report
Test Method : ASTM D2172 - 92
ACWC
Weight of Container , gram 1528.90
Weight of Container + Sample , gram 2444.50
Weight of Container + Sample + Filter Paper , gram 2471.80
Weight of Sample , gram 915.60
Weight of Sample + Container + Filter Paper , gram 2423.60( after extraction )
Bitumen Content* , % 5.26
Remarks : Design Bitument Contents ( JKR/SPJ/1988 )
ACW - Wearing Course 5.0 - 7.0 %
PREPARED BY: CHECKED BY:
Kumpulan Ikram Sdn.Bhd. (360789 T)
NO. LAPORAN : IESSB/IS/L/02/09/07 ( 06 )
Bilangan Laporan : 2008/2007 Tarikh Laporan : 08.10.2007
Tajuk Kerja/ Projek: MENAIKTARAF JALAN LUAR BANDAR FELCRA LUIT MARAN, PAHANG.
KEPUTUSAN UJIAN
Bil. Lokasi Bahan Cara Ujian
1
CH 170 Ketebalan
2
CH 480 Ketebalan
3
CH 1480 Ketebalan
4
CH 2020 Ketebalan
5
CH 2570 Ketebalan
DI UJI OLEH : - DI SEMAK OLEH : -
KUMPULAN IKRAM SDN.BHD. (360789 T)
Client : KEMENTERIAN LUAR BANDAR DAN WILAYAH
NO. LAPORAN : IESSB/IS/L/02/09/07 ( 06 )
Muka Surat : 2 / 2
MENAIKTARAF JALAN LUAR BANDAR FELCRA LUIT MARAN, PAHANG.
KEPUTUSAN UJIAN
70 mm
62 mm
23 mm
35 mm
40 mm
DI SEMAK OLEH : -
KUMPULAN IKRAM SDN.BHD.
IKRAM SELATAN,81300 SKUDAIJOHOR DARUL TAKZIM.
(iv) - Marshall Test Record
Project :Roadworks Testing To Project Setia Business Park II To Road Reserved From Date : 05.11.2012
Bandar Dato' Onn, On Lot PTD 117035, Mukim Tebrau, Johor Bahru, Johor. JOB NO: M/2038/2012
Sample : ACB 28
Abbreviations : ACWC = Asphaltic Concrete Course, ACBC = Asphaltic Concrete Binder Course
% BIT % BIT SPEC WEIGHT - gm BULK SPECIFIC VOLUME - % TOTAL VOIDS - % STABILITY - FLOW Bearing
SPECI SPEC SPEC HGT. In In SSD VOL. GRAVITY Bit Agg Voids Agg Filled Total KG MM Capacity
NO. NO. NO. mm Air Water In Air CC BULK MAX (Bit) Mix Meas Corr
Theor
a b c d e f g h I j k L m n o p q r s t
% Bit % Bit d b*g (100-b)*h 100 * I 100-100g Corr r
by wt. by wt. f - e g GAC GAG 100 -j-k 100-j L h Factor s
of Agg. of Mix
1 94.90 5.10 63.40 1179.81 672.89 1183.52 510.63 2.310 1.00 762.6 763 2.9 263.10
2 63.52 1181.06 673.36 1184.14 510.78 2.312 1.00 782.1 782 3.1 252.26
3 63.28 1180.23 673.59 1182.67 509.08 2.318 1.00 790.7 791 3.1 255.16
4
5
6
7
8
AVERAGE 5.10 63.40 2.314 2.410 11.57 84.45 3.98 15.55 74.40 3.98 778.67 3.03 256.84
SPECIFICATION REQUIREMENTS : ACWC 20 : 3 - 5 % 75 - 85 % > 500 > 2mm > 250
ACBC 28 : 3 - 7 % 65 - 80 % > 450 > 2mm > 225
Remarks :
Spec. Gravity of Asphaltic conc (GAC) : 1.02Spec. Gravity of Aggregates (GAG) : 2.6
MIXING TEMP. :
COMPACTING TEMP. :
160 o C - 190 o C
135 o C +/- 0.3
TEST TEMP. : 60 o C
KUMPULAN IKRAM SDN.BHD.
IKRAM SELATAN,81300 SKUDAIJOHOR DARUL TAKZIM.
(iv) - Marshall Test Record
Project :Roadworks Testing To Project Setia Business Park II To Road Reserved From Date : 05.11.2012
Bandar Dato' Onn, On Lot PTD 117035, Mukim Tebrau, Johor Bahru, Johor. JOB NO: M/2038/2012
Sample : ACW 20
Abbreviations : ACWC = Asphaltic Concrete Course, ACBC = Asphaltic Concrete Binder Course
% BIT % BIT SPEC WEIGHT - gm BULK SPECIFIC VOLUME - % TOTAL VOIDS - % STABILITY - FLOW Bearing
SPECI SPEC SPEC HGT. In In SSD VOL. GRAVITY Bit Agg Voids Agg Filled Total KG MM Capacity
NO. NO. NO. mm Air Water In Air CC BULK MAX (Bit) Mix Meas Corr
Theor
a b c d e f g h I j k L m n o p q r s t
% Bit % Bit d b*g (100-b)*h 100 * I 100-100g Corr r
by wt. by wt. f - e g GAC GAG 100 -j-k 100-j L h Factor s
of Agg. of Mix
1 94.90 5.10 63.30 1180.12 673.91 1183.20 509.29 2.317 1.00 779.9 780 3.0 260.00
2 63.36 1180.06 673.46 1183.14 509.68 2.315 1.00 775.6 776 2.9 267.59
3 63.50 1180.40 674.49 1183.52 509.03 2.319 1.00 801.6 802 3 267.33
4
5
6
7
8
AVERAGE 5.10 63.39 2.317 2.410 11.59 84.58 3.84 15.42 75.11 3.84 786.00 2.97 264.97
SPECIFICATION REQUIREMENTS : ACWC 20 : 3 - 5 % 75 - 85 % > 500 > 2mm > 250
ACBC 28 : 3 - 7 % 65 - 80 % > 450 > 2mm > 225
Remarks :
Spec. Gravity of Asphaltic conc (GAC) : 1.02Spec. Gravity of Aggregates (GAG) : 2.6
MIXING TEMP. :
COMPACTING TEMP. :
TEST TEMP. :
160 o C - 190 o C
135 o C +/- 0.3
60 o C