Scribd
Upload
443 views5 pages

Proctor Test Format

This document contains the results of a laboratory test to determine the dry density and moisture content relationship of a soil sample according to ASTM D 1557. The sample was collected from an existing ground material at a construction site in Abu Dhabi. The test involved adding varying amounts of water to the soil and measuring the wet density, moisture content, and dry density. The maximum dry density was found to be 1.916 Mg/m3 at an optimum moisture content of 10.8%. A graph shows the relationship between dry density and moisture content. The results will be used by the contractor SAIF BIN DARWISH for the projects of constructing remaining loops and ramps at E11 interchange and early works for Al Falah

Uploaded by

FaisalKhokhar7
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
443 views5 pages

Proctor Test Format

This document contains the results of a laboratory test to determine the dry density and moisture content relationship of a soil sample according to ASTM D 1557. The sample was collected from an existing ground material at a construction site in Abu Dhabi. The test involved adding varying amounts of water to the soil and measuring the wet density, moisture content, and dry density. The maximum dry density was found to be 1.916 Mg/m3 at an optimum moisture content of 10.8%. A graph shows the relationship between dry density and moisture content. The results will be used by the contractor SAIF BIN DARWISH for the projects of constructing remaining loops and ramps at E11 interchange and early works for Al Falah

Uploaded by

FaisalKhokhar7
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
You are on page 1/ 5

PROJECT : Construction of remaining Loops and Rmps at E11 interchange

CONTRACT No.: ADAC/1/069/2022


CLIENT : ABU DHABI AIRPORTS
CONSULTANT : Dar Al Handasah
CONTRACTOR : SAIF BIN DARWISH
DETERMINATION OF THE DRY DENSITY & MOISTURE CONTENT RELATIONSHIP (ASTM D 1557)

Lab. Report No.


Reporting date
Sampling & Sample Information
Sample Ref No. Date Of Sampling
Sample Description Sampled by SBD
Type of Sample Source /Supplier
Laboratory Information
Size Of Mould 6" Date of Testing
Mould Ref. No. LAB-ASTM-MDD-01 Balance - 30 Kg
Weight of Rammer 4.5 Kg Balance - 6 Kg
Tested By SBD Site Lab Blows Per Layer
TEST NO.
AMOUNT OF WATER ADDED (%) +7 +2 +2 +2 +2
WEIGHT OF SOIL + MOULD (g) 9570 9712 9834 9862 9876
WEIGHT OF MOULD (g) 5338 5338 5338 5338 5338
WEIGHT OF SOIL (g) 4232 4374 4496 4524 4538
VOLUME OF MOULD (cm3) 2118 2118 2118 2118 2118
WET DENSITY OF SOIL (Mg/m3) 1.998 2.065 2.123 2.136 2.143
CONTAINER NO 12 13 14 15 16
WEIGHT OF WET SOIL + CONTAINER (g) 345.2 367.8 375.1 354.1 387.1
WEIGHT OF DRY SOIL + CONTAINER (g) 327.5 343.1 347.0 324.1 347.5
WEIGHT OF WATER (g) 17.7 24.6 28.1 29.9 39.6
WEIGHT OF CONTAINER (g) 85.0 75.4 87.1 97.3 86.9
WEIGHT OF DRY SOIL (g) 242.5 267.7 259.9 226.8 260.6
MOISTURE CONTENT (%) 7.3 9.2 10.8 13.2 15.2
DRY DENSITY OF SOIL Mg/m3 1.862 1.891 1.916 1.887 1.860
1.930

1.920

1.910
Dry density (Mg/m3)

1.900

1.890

1.880

1.870

1.860

1.850

1.840

1.830
5 6 7 8 9 10 11 12 13 14 15 16

Moisture content (%)


MAXIMUM DRY DENSITY ( Mg/m3) 1.916
OPTIMUM MOISTURE CONTENT ( % ) 10.8
REMARKS:-

For the use of SAIF BIN DARWISH

603(01)32
603(01)32
PROJECT : Construction of remaining Loops and Rmps at E11 interchange
CONTRACT No.: ADAC/1/069/2022
CLIENT : ABU DHABI AIRPORTS
CONSULTANT : Dar Al Handasah
CONTRACTOR : SAIF BIN DARWISH
DETERMINATION OF THE DRY DENSITY & MOISTURE CONTENT RELATIONSHIP (ASTM D 1557)

Lab. Report No. EX-003- C419B


Reporting date
Sampling & Sample Information
Sample Ref No. Date Of Sampling 31.05.2023
Sample Description Existing Ground Material Sampled by SBD
Type of Sample Formation Source /Supplier
Laboratory Information
Size Of Mould 4" Date of Testing 01.06.2023
Mould Ref. No. LAB-ASTM-MDD-01 Balance - 30 Kg
Weight of Rammer 4.5 Kg Balance - 6 Kg
Tested By SBD Site Lab Blows Per Layer
TEST NO.
AMOUNT OF WATER ADDED (%) +8 +2 +2 +2 +2
WEIGHT OF SOIL + MOULD (g) 7001 7091 7186 7280 7235
WEIGHT OF MOULD (g) 5253 5253 5253 5253 5253
WEIGHT OF SOIL (g) 1748 1838 1933 2027 1982
VOLUME OF MOULD (cm3) 1000 1000 1000 1000 1000
WET DENSITY OF SOIL (Mg/m3) 1.748 1.838 1.933 2.027 1.982
CONTAINER NO 41 42 43 44 45
WEIGHT OF WET SOIL + CONTAINER (g) 670.1 649.3 620.5 651.7 619.4
WEIGHT OF DRY SOIL + CONTAINER (g) 637.1 609.4 580.9 598.3 560.3
WEIGHT OF WATER (g) 33.0 39.9 39.6 53.4 59.1
WEIGHT OF CONTAINER (g) 219.7 214.4 251.6 214.5 186.2
WEIGHT OF DRY SOIL (g) 417.4 395.0 329.3 383.8 374.1
MOISTURE CONTENT (%) 7.9 10.1 12.0 13.9 15.8
DRY DENSITY OF SOIL Mg/m3 1.620 1.669 1.726 1.780 1.712
1.800

1.750
Dry density (Mg/m3)

1.700

1.650

1.600

1.550

1.500
7 8 9 10 11 12 13 14 15 16 17

Moisture content (%)


MAXIMUM DRY DENSITY ( Mg/m3) 1.780
OPTIMUM MOISTURE CONTENT ( % ) 13.9
REMARKS:-

For the use of SAIF BIN DARWISH

603(01)32
603(01)32
PROJECT : Construction of remaining Loops and Ramps at E11 interchange & Construction of Al Falah Phase 1 A Development Early Works Package No.1
CONTRACT No.: ADAC/1/069/2022 & & ADAC/1/110/2022
CLIENT : ABU DHABI AIRPORTS
CONSULTANT : Dar Al Handasah
CONTRACTOR : SAIF BIN DARWISH Co. LLC
DETERMINATION OF THE DRY DENSITY & MOISTURE CONTENT RELATIONSHIP (ASTM D 1557)

Lab. Report No.


Reporting date
Sampling & Sample Information
Sample Ref No. Date Of Sampling
Sample Description Sampled by SBD
Type of Sample Source /Supplier
Laboratory Information
Size Of Mould 6" Date of Testing
Mould Ref. No. LAB-ASTM-MDD-01 Balance - 30 Kg
Weight of Rammer 4.5 Kg Balance - 6 Kg
Tested By SBD Site Lab Blows Per Layer

TEST NO.
AMOUNT OF WATER ADDED (%)
WEIGHT OF SOIL + MOULD (g)
WEIGHT OF MOULD (g)
WEIGHT OF SOIL (g)
VOLUME OF MOULD (cm3)
WET DENSITY OF SOIL (Mg/m3)
CONTAINER NO
WEIGHT OF WET SOIL + CONTAINER (g)
WEIGHT OF DRY SOIL + CONTAINER (g)
WEIGHT OF WATER (g)
WEIGHT OF CONTAINER (g)
WEIGHT OF DRY SOIL (g)
MOISTURE CONTENT (%)
DRY DENSITY OF SOIL Mg/m3

12.000

10.000
Dry density (Mg/m3)

8.000

6.000

4.000

2.000

0.000
5 6 7 8 9 10 11

Moisture content (%)


MAXIMUM DRY DENSITY ( Mg/m3)
OPTIMUM MOISTURE CONTENT ( % )
REMARKS:-

For the use of SAIF BIN DARWISH

603(01)32

You might also like