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J - CL JI J A L4-L. ., I J) I,-J Lonestar Technical & Industrial Services

This document is a test report from Lonestar Technical & Industrial Services detailing the density and unit weight of soil using the sand cone method for a project in Abu Dhabi. The report indicates that the in-place dry density of the bedding sand sample is 1.73 Mg/m³, with an acceptance criteria of 95% relative compaction, which was met at 96%. The testing was conducted on September 10, 2024, and the results are deemed acceptable with no remarks noted.

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Ali Hadad
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11 views1 page

J - CL JI J A L4-L. ., I J) I,-J Lonestar Technical & Industrial Services

This document is a test report from Lonestar Technical & Industrial Services detailing the density and unit weight of soil using the sand cone method for a project in Abu Dhabi. The report indicates that the in-place dry density of the bedding sand sample is 1.73 Mg/m³, with an acceptance criteria of 95% relative compaction, which was met at 96%. The testing was conducted on September 10, 2024, and the results are deemed acceptable with no remarks noted.

Uploaded by

Ali Hadad
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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J • cl i ,o JI 9 J ! i a JI �L4-L.;.

, I J) i III i,-J
(.r.r))
Lonestar Technical & Industrial Services (L.L.c.,
( E ngi n e er ing, In spection, Testing & L a b Services)
P.O . Box: 6098, Building# 503 & 505 Tel: +971 2 550 0767/Fax: +971 2 550 0838 ��
Testing - NAL 046
Inside Industrial City of Abu Dhabi Email: Ltis@eim.ae
Abu Dhabi - United Arab Emirates Website: www.Lonestar-Lab.com

Test Report Civil Section


*Density and Unit Weight of Soil in Place by Sand Cone Method
Sample# :j 840-152750 Report#: CVR1524770-EN-0 Report Date. 9/10/2024 Job#: 352957 Proj #: 2190
Customer I Contractor
-- =�=- _L -- - -
: SOCIETE EGYPTIENNE D" ENTERPRISES (SEDE) MOUKTHAR IBRAHIM
--
PO BOX:43321 ABU DHABI UNITED ARAB EMIRATES
Client/Owner : Abu Dhabi Transmission and Despatch Company (Transco)
Consultant : Staniec
Project Name : Unit Ill Water Transmission Scheme

Project No / Location : N-17765 / Bani-Yass, Abu Dhabi, U.A.E


-==- --==- --= ---= �--
Sample Description : Bedding Sand No of Test : 01
Customer Ref. : 2992 Bulk Density of Sand (Mg/m') : 1.503
Max. Dry Density ( Mg/m') : 1.799 ID of Sand Cone & Calib Container: 13705 & 11339
o.w.c (%) : 13.9 Volume of Calib Container (cm') : 3350
Ref.# M. D. D / O.W. C : ASTM D1557-12 (CVR407018) Date/ Time of Testing : 9/10/24
Test Method : ASTM D 1556-15,ASTM D-2216-19 Date/ Time of Receiving : 9/10/24
Test Method Variation : None Tested By : FIC

Location Ret # 01
Lab. Sample # 01
Layer# 1st

Layer Thickness (mm) 150

Elevation 19+400

Thickness of Layer Tested 150


(mm)
Test Location

Test Hole Volume(cm') 2921

In Place Wet Density (Mg/m') 1.95

In Place Water Content (%) 13

In Place Dry Density (Mg/m') 1.73

In Place DryUnit Weight(kN/m') 16.9

Relative Compaction (%) 96

Project Specification (min) % 95

Acceptance Acceptable

Remarks : None

_Checked b�_
Name Safdar Hasnain
Designation

Signature

QC Seal Mandatory Page 1 of 1


CIV-TMP-003-02 FDT (/\STM)
• Accredited Tests

The Terms and Conditions menlioncd on lhe back of lhis report arc an integral part of this report.

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