compaction jalan teluk sengat

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COMPACTION TEST Job Ref : Page : 2 TYPE OF COMPACTION : B.S. HEAVY 4.5 KG. RAMMER SAMPLE: SOIL OFFICER: KHAIRON HAFIZAN DATE: Project: KERJA-KERJA MEMBAIKI PERMUKAAN JALAN DARI LALUAN J222 DARI SEK.0.0-SEK. Description of soil Brownish Pink Johor Bahru, Johor Test No : 1 2 3 4 5 Wt. of mould and wet soil in gm 6080 6199 6383 6480 6550 Wt. of mould in gm 4480 4480 4480 4480 4480 Wt. of wet soil in gm 1600 1719 1903 2000 2070 Volume of mould in cm3 967.61 967.61 967.61 967.61 967.61 Wet density in gm/cm3 1.654 1.777 1.967 2.067 2.139 Container no. Jul-00 A429 A999 C123 G299 Wt. of wet soil and container (g 62.7 62.7 72.96 72.96 74.38 74.38 60.07 60.07 66.37 66.37 Wt. of dry soil and container (g 60.09 60.09 67.39 67.39 65.89 65.89 50.96 50.96 54.69 54.69 Wt. of container (gm) 10.12 10.12 9.6 9.6 9.7 9.7 9.89 9.89 9.62 9.62 Wt. of dry soil (gm) 49.97 49.97 57.79 57.79 56.19 56.19 41.07 41.07 45.07 45.07 Wt. of moisture (gm) 2.61 2.61 5.57 5.57 8.49 8.49 9.11 9.11 11.68 11.68 Moisture content (%) 5.22% 5.22% 9.64% 9.64% 15.11% 15.11% 22.18% 22.18% 25.92% 25.92% Average moisture content (%) 5.22% 9.64% 15.11% 22.18% 25.92% Dry Density ( mg/m3) 1.572 1.621 1.709 1.692 1.699

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compaction for road testing to get maxc density for soil

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Page 1: Compaction Jalan Teluk Sengat

COMPACTION TEST Job Ref : M/759/15Page : 2 / 3

TYPE OF COMPACTION : B.S. HEAVY 4.5 KG. RAMMER SAMPLE: SOIL OFFICER: KHAIRON HAFIZAN DATE: 02.04.2015

Project: KERJA-KERJA MEMBAIKI PERMUKAAN JALAN DARI LALUAN J222 DARI SEK.0.0-SE Description of soil : Brownish Pink

Johor Bahru, Johor

Test No : 1 2 3 4 5 6

Wt. of mould and wet soil in gm 6080 6199 6383 6480 6550

Wt. of mould in gm 4480 4480 4480 4480 4480

Wt. of wet soil in gm 1600 1719 1903 2000 2070

Volume of mould in cm3 967.61 967.61 967.61 967.61 967.61

Wet density in gm/cm3 1.654 1.777 1.967 2.067 2.139

Container no. Jul-00 A429 A999 C123 G299

Wt. of wet soil and container (gm) 62.7 62.7 72.96 72.96 74.38 74.38 60.07 60.07 66.37 66.37

Wt. of dry soil and container (gm) 60.09 60.09 67.39 67.39 65.89 65.89 50.96 50.96 54.69 54.69

Wt. of container (gm) 10.12 10.12 9.6 9.6 9.7 9.7 9.89 9.89 9.62 9.62

Wt. of dry soil (gm) 49.97 49.97 57.79 57.79 56.19 56.19 41.07 41.07 45.07 45.07

Wt. of moisture (gm) 2.61 2.61 5.57 5.57 8.49 8.49 9.11 9.11 11.68 11.68

Moisture content (%) 5.22% 5.22% 9.64% 9.64% 15.11% 15.11% 22.18% 22.18% 25.92% 25.92%

Average moisture content (%) 5.22% 9.64% 15.11% 22.18% 25.92%

Dry Density ( mg/m3) 1.572 1.621 1.709 1.692 1.699

Page 2: Compaction Jalan Teluk Sengat
Page 3: Compaction Jalan Teluk Sengat

Job Ref : M/759/15Sample : SOIL Page : 2/3

Soil DescriptionBrownish Pink

Test Method : BS 1377 : Part 4 : 1990 : 3.5.4.2 Date : 02.04.2015

Procedure 4.5 kg mechanical rammer5 layers 27 blow per layer

1 liter mouldSeparate batches *

layers each Vibrated seconds

Initial sample mass 4000 g Particle density 2.63

Maximum dry density 1.709Optimum moisture content 15.1 %

TESTED BY:- CHECKED BY:

Location : KERJA-KERJA MEMBAIKI PERMUKAAN JALAN DARI LALUAN J222 DARI SEK.0.0-SEK.1.0 JALAN TELUK SENGAT ,KOTA

TINGGI,JOHOR DARUL TAKZIM

Mg/m3

Mg/m3

4% 9% 14% 19% 24% 29%

1.50

1.55

1.60

1.65

1.70

1.75

1.80

MOISTURE CONTENT

DR

Y D

EN

SIT

Y

( m

g/m

3 )

5 % air voids

10 % air voids

KUMPULAN IKRAM SDN.BHDIKRAM SELATAN, 81300 SKUDAI

, JOHOR , JOHOR

0 % air void

Page 4: Compaction Jalan Teluk Sengat