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FDT Binangonan Rizal 2 - 1

The document presents the results of a geotechnical investigation conducted by E.S.H. Drilling Services Company for the Casas Bauhenia project in Binangonan, Rizal. It details the field density test results using the sand cone method, including weights, water content, and density measurements for multiple test holes. The findings indicate high compaction percentages, ranging from 97.65% to 98.56% across the tested holes.

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65 views1 page

FDT Binangonan Rizal 2 - 1

The document presents the results of a geotechnical investigation conducted by E.S.H. Drilling Services Company for the Casas Bauhenia project in Binangonan, Rizal. It details the field density test results using the sand cone method, including weights, water content, and density measurements for multiple test holes. The findings indicate high compaction percentages, ranging from 97.65% to 98.56% across the tested holes.

Uploaded by

antoniojeffersonjavier
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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E.S.H.

DRILLING SERVICES COMPANY


GEOTECHNICAL INVESTIGATION & MATERIAL TESTING
Blk. 15, Lot 5, Golden Shower St., B.F. Homes Phase 3, Deparo, Caloocan City
Tel. No.: 8398-7460/09771829175
E-mail:eshdrilingservices@gmail.com

Project: Casas Bauhenia- FDT Tested by: N.Vitudio


Location: Oja St., Binangonan, Rizal Checked By: G.M.Honorio

FIELD DENSITY TEST


(SAND CONE METHOD)

Hole No. 1 2 3 4 5 6 7 8 9

Date: 8/6/25 8/6/25 8/6/25 8/6/25 8/6/25

Can no. XP PL-3 MA-05 A-04 H-01

Wt. of Can 8.52 9.02 9.42 8.96 8.85

Wt. of wet soil + container 116.54 119.54 116.40 119.18 121.91

Wt. of dry soil + container 101.69 104.09 101.04 104.04 106.49

Wt. of water 14.85 15.45 15.36 15.14 15.42

Wt. of dry soil 93.17 95.07 91.62 95.08 97.64

Water content 15.94 16.25 16.76 15.92 15.79

Pan no. M-07 G-03 Y-01 G-01 F-11

Wt. of container 422 420 418 420 417

Wt. of sample + container 5045 5140 5245 5020 5240

Wt. of sample 4623 4720 4827 4600 4823

Vol. of soil 2387 2453 2479 2387 2493

Wt. of sand + container (Initial) 8975 9010 9085 8870 9175

Wt. of sand + container (Final) 4235 4180 4220 4130 4290

Wt. of sand used 4740 4830 4865 4740 4885

Bulk density of sand (Calib. Data) 1.369 1.369 1.369 1.369 1.369

Vol. of sand 3462 3528 3554 3462 3568

Vol. of cone + plate (Calib. Data) 1075 1075 1075 1075 1075

Vol. of Hole 2387 2453 2479 2387 2493

Wet density 1.936 1.924 1.947 1.927 1.934

Dry density 1.670 1.655 1.668 1.662 1.671

Max. dry density 1.695 1.695 1.695 1.695 1.695

Compaction % 98.54 97.65 98.40 98.06 98.56

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