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BIKA Nika 2

The document details the results of a field density test using the sand cone method for the New Life Residencia project, conducted on April 22-23, 2025. It includes moisture content measurements and field density test results across four tests, indicating variations in soil density and moisture levels. The report emphasizes that results should be compared with contract specifications and are not valid in court.

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osama.buildingstandards
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24 views1 page

BIKA Nika 2

The document details the results of a field density test using the sand cone method for the New Life Residencia project, conducted on April 22-23, 2025. It includes moisture content measurements and field density test results across four tests, indicating variations in soil density and moisture levels. The report emphasizes that results should be compared with contract specifications and are not valid in court.

Uploaded by

osama.buildingstandards
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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FIELD DENSITY TEST

SAND CONE METHOD


[AASHTO T-191]-[ASTM D-1556]
CLIENT NLD B.S No. BS/250423-238
CONTRACTOR Professional Builders DATE OF TEST 22-04-2025
CONSULTANT G3 Engineering (Pvt) Ltd DATE 23-04-2025
PROJECT New Life Residencia, Sect Q DHA Phase 2, Lhr ORDER NO. Verbal
DESCRIPTION Basement Flooring LOCATION Block B, Grid N to L, Line 14 to 7

a MOISTURE CONTENT
Can No. gms #10 #11 #12 #13
Can. + Wet Soil gms 394.5 388.5 392.5 386
Can. + Dry Soil gms 374.5 367.5 377 366
Wt. of Water gms 20 21 15.5 20
Wt. of Can. gms 194.5 188.5 192.5 186
Wt. of Dry Soil gms 180 179 184.5 180
Moisture Content % 11.11 11.73 8.4 11.11
Avg. M/C % -- -- -- --

Test 01 Test 02 Test 03 Test 04


b FIELD DENSITY TEST
(Block-B) (Block-B) (Block-B) (Block-B)
Total Soil From Hole gms 5045 4578 5946 4621
Sand Before Pouring gms 8000 8000 8000 8000
Sand After Pouring gms 2871 2936 1862 2997
Sand to Fill Cone + Hole gms 5129 5064 6138 5003
Sand to Fill Cone gms 1573 1573 1573 1573
Sand to Fill Hole gms 3556 3491 4565 3430
Unit Wt. of Sand gms/cc 1.394 1.394 1.394 1.394
Gross Volume of Hole cc 2551 2504 3275 2460
Wt. Ret. ¾’’ From Hole gms -- -- -- --
Wet Unit Wt. gms/cc 1.977 1.828 1.815 1.878

Dry Unit Wt. gms/cc 1.781 1.636 1.675 1.690

Max. Dry Density gms/cc 1.739 1.739 1.739 1.739


Optimum M/C % 15 15 15 15
Proctor Ref. No. Ref. BS/250211-190
Compaction % 102 94 96.3 97.18

Remarks
1. The results may be compared with the contract specifications/relevant standards, as the case may be.
2. These test results are not valid in any court.
3. This is a system generated report and does not contain any signatures.
4. Cone calibration was conducted on the site and the value came out to be 1573 grams

Tested By: Mr. Muhammad Irfan Checked by: Engr. Osama Sardar Verified By: Engr. Sana Meraj

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