7/27/2019 MDD OMC.xlsx

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Name of Project : Design & Construction of Underpasses and Flyovers along Darsait -

Al Wadi Al Kabir Road

Client : Muscat Municipality

Consultant: : Renardet SA & Partners Consulting Engineers LLCContractor : Larsen & Toubro (Oman) LLC

Sample Description : Embankment material Date of Sampling

Sampling Method : BS 812 part 102 Date of Testing

Source 145+250 Test Method : BS 1377 Part 4-3.6

Location Sample Number

Weight of Mould A 7063 Volume of Mould B 2299

1 2 3 4 5 5

2 1.5 1.5 1.5 1.5 2

11924 12027 12242 12258 12319 12176

4861 4964 5179 5195 5256 5113

2.11 2.16 2.25 2.26 2.29 2.22

924 921 1119 1087 1026 927

875.5 866.7 1034.2 996.6 921.1 820.1

190.4 199.5 194.3 168.5 130.7 109.7

48.5 54.3 84.8 90.4 104.9 106.9

685.1 667.2 839.9 828.1 790.4 710.4

7.1 8.1 10.1 10.9 13.3 15.0

1.97 2.00 2.05 2.04 2.02 1.93

Maximum Dry Density (Mg/m)

Optimum Moisture Content (%)

Equipment Asset Number :

Remarks :

Engineer Engineer

Material inspector Material EngineerDate Date Date

SF / DWK / C06, Rev-00 - Date: 25.09.2011

Container + Dry Soil (g)

Weight of Container (g)

Weight of Water (g)

Weight of Dry Soil (g)

Container + Wet Soil (g)

Wet Density (Mg/m)

DETERMINATION OF MAXIMUM DRY DENSITY

AND OPTIMUM MOISTURE CONTENT OF SOIL

Container No.

Trial No.

Water Added (ml)

Mould + Wet Soil (g)

Weight of Wet Soil (g)

Date

Moisture Content (%)

Dry Density of Soil (Mg/m)

2.05

10.1

LTO LTO

Materials EngineerLab Technician

1.92

1.97

2.02

2.07

6 7 8 9 10 11 12 13 14 15 16

7/27/2019 MDD OMC.xlsx

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Name of Project : Design & Construction of Underpasses and Flyovers along Darsait -

Al Wadi Al Kabir Road

Client : Muscat Municipality

Consultant: : Renardet SA & Partners Consulting Engineers LLCContractor : Larsen & Toubro (Oman) LLC

Sample Description : Embankment material Date of Sampling

Sampling Method : BS 812 part 102 Date of Testing

Source 148+750 Test Method : BS 1377 Part 4-3.6

Location Sample Number

Weight of Mould A 7063 Volume of Mould B 2299

1 2 3 4 5

2 4 6 8 10

12248 12493 12644 12709 12370

5185 5430 5581 5646 5307

2.26 2.36 2.43 2.46 2.31

953 862 1100 936 940

922.8 816.2 1031.2 865.2 852.5

168.2 168.5 177.6 190.4 194.3

30.2 45.8 68.8 70.8 87.5

754.6 647.7 853.6 674.8 658.2

4.0 7.1 8.1 10.5 13.3

2.17 2.21 2.25 2.22 2.04

Maximum Dry Density (Mg/m)

Optimum Moisture Content (%)

Equipment Asset Number :

Remarks :

Engineer Engineer

Material inspector Material EngineerDate Date Date

SF / DWK / C06, Rev-00 - Date: 25.09.2011

Weight of Wet Soil (g)

DETERMINATION OF MAXIMUM DRY DENSITY

AND OPTIMUM MOISTURE CONTENT OF SOIL

Trial No.

Water Added (ml)

Mould + Wet Soil (g)

2.25

8.1

LTO LTO

Wet Density (Mg/m)

Container No.

Container + Wet Soil (g)

Container + Dry Soil (g)

Weight of Container (g)

Weight of Water (g)

Lab Technician Materials Engineer Date

Weight of Dry Soil (g)

Moisture Content (%)

Dry Density of Soil (Mg/m)

2.02

2.06

2.10

2.14

2.18

2.22

2.26

3 4 5 6 7 8 9 10 11 12 13 14