Premix for Roadwork at Bandar Dato Onn(Acb 28)

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



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


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


No 3 CH 3001083.07 591.21 1093.41 2.17 95


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


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


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


Job Ref : M/2308/2012 Date : 07.11.2012



(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:-


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


Job Ref : M/2308/2012 Date : 07.11.2012



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


Report No : KISBS/IS/L/02/2/12 (2)

Job Ref : M/2308/2012 Date : 07.11.2012





1 ACW 20 Sieve Analysis BS 812 :Section 103 :


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




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



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


Job Ref : M/2308/2012 Date : 07.11.2012



G) Premix Test

(I) - Bitumen Content Test Report


ACW 20






Bitumen Content* , % 5.5


ACW 20 - Wearing Course 5.0 - 7.0 %

PREPARED BY: CHECKED BY :



Job Ref : M/1938/2012 Date : 18.09.2012

Project : Testing Activities For Roadworks At Taman Seroja, Johor Bahru



1 ACB 28 Taman Seroja Sieve Analysis BS 812 :(Batch 3)15.9.2012) Section 103 :



1.18 mm 30 0.425 mm 18 0.150 mm 7 0.075 mm 2




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



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


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



ACB 28









PREPARED BY: CHECKED BY:-



Job Ref : M/1938/2012 Date : 12.10.2012




1 ACB 28 Taman Seroja Sieve Analysis BS 812 :(Batch 4)6.10.2012 Section 103 :



1.18 mm 30 0.425 mm 16 0.150 mm 7 0.075 mm 5




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



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


Job Ref : M/1938/2012 Date : 12.10.2012



G) Premix Test



ACB 28









PREPARED BY: CHECKED BY



Job Ref : M/2006/2012 Date : 15.10.2012




1 ACW20 Taman Seroja Sieve Analysis BS 812 :5.10.2012 Section 103 :


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




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



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


Job Ref : M/2006/2012 Date : 15.10.2012



G) Premix Test



ACWC








ACW - Wearing Course 5.0 - 7.0 %

PREPARED BY: CHECKED BY:


1204.1


Job Ref : M/2006/2012 Date : 15.10.2012




1 ACW20 Taman Seroja Sieve Analysis BS 812 :6.10.20121 Section 103 :


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




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



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


Job Ref : M/2006/2012 Date : 15.10.2012



G) Premix Test



ACWC








ACW - Wearing Course 5.0 - 7.0 %

PREPARED BY: CHECKED BY:


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

Documents

Premix for Roadwork at Bandar Dato Onn(Acb 28)