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Robei Drilling Services: Tank Foundation Pad Located at Coca-Cola Darong, Sta Cruz Davao Del Sur

The document details the drilling services conducted for a tank foundation pad at Coca-Cola Darong, Sta Cruz Davao del Sur, with drilling starting and completing on June 13, 2024. The borehole reached a final depth of 15.00 meters, utilizing the SPT Core Barrel method, and the ground water level was recorded at 4.60 meters. The report includes soil sampling results, indicating the presence of very dense brown fine sand and coarse-grained gravels.

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0% found this document useful (0 votes)
18 views1 page

Robei Drilling Services: Tank Foundation Pad Located at Coca-Cola Darong, Sta Cruz Davao Del Sur

The document details the drilling services conducted for a tank foundation pad at Coca-Cola Darong, Sta Cruz Davao del Sur, with drilling starting and completing on June 13, 2024. The borehole reached a final depth of 15.00 meters, utilizing the SPT Core Barrel method, and the ground water level was recorded at 4.60 meters. The report includes soil sampling results, indicating the presence of very dense brown fine sand and coarse-grained gravels.

Uploaded by

j.more.450576
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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ROBEI DRILLING SERVICES

Project Name &


TANK FOUNDATION PAD LOCATED AT COCA- COLA DARONG, STA CRUZ DAVAO DEL SUR
Location:
Borehole Number: Borehole No. 1 Date started: June 13, 2024 Time & Weather: 11:49 AM Sunny
Sampling used: SPT Core Barrel Date completed: June 13, 2024 Time & Weather: 5:26 PM Sunny
Ground Water Level: 4.60 meters Casing depth: 13.50 meters Rig no. No. 6 Lab. Report No. 24-1689
Drilling Method: Wash & Boring Client: ZJBB AND ENGINEERING SERVICES Final Depth: 15.00 meters

SPT Sieve Analysis

(Group Symbol)
Atterberg
Sample no.

Content (%)
Depth (m)

depth (m)

BLOWS limits % Passing Sieve no.


REC. (%)
Sampling

Consistency
RQD (%)

N-VALUE
N-VALUES Soil Description/

Moisture
Symbol

(USCS)
Type of /Density/
(Graphical) Typical Names/
15 cm
15 cm
15 cm
sampling RQD LL PI

200
3/4

1/2

3/8

10

40
1

4
Discription Visual Identification (%) (%)
10 20 30 40 50 60

0.00 SPT
Wash Very Dense 0 BROWN FINE SAND, Poorly graded sand SP 19 NP NP 100 100 100 100 100 95 48 18
1.05 1.50 Boring SS-1 71 32 10 19 38 57
SPT
Wash Very Dense BROWN FINE SAND, Poorly graded sand SP 20 NP NP 100 100 100 100 100 96 50 19
2.55 3.00 Boring SS-2 71 32 10 19 38 57
SPT
Wash Very Dense BROWN FINE SAND, Poorly graded sand SP 17 NP NP 100 100 100 100 100 94 46 17
4.05 4.50 Boring SS-3 71 32 10 19 38 57
SPT
Wash Very Dense 0 BROWN FINE SAND, Poorly graded sand SP 19 NP NP 100 100 100 100 99 94 46 16
5.55 6.00 Boring SS-4 71 32 10 19 38 57
SPT
Wash Very Dense BROWN FINE SAND, Poorly graded sand SP 5 NP NP 100 100 100 100 98 92 53 23
7.05 7.50 Boring SS-5 71 32 10 19 38 57
SPT
BROWN COARSE-GRAINED GRAVELS, Poorly
Wash Very Dense GP 10 NP NP 100 100 77 39 29 25 16 9
graded gravels
8.55 9.00 Boring SS-6 71 32 10 19 38 57
SPT
BROWN COARSE-GRAINED GRAVELS, Poorly
Wash Very Dense GP 5 NP NP 100 97 83 46 39 18 13 7
graded gravels
10.05 10.50 Boring SS-7 71 32 10 19 38 57
SPT
BROWN COARSE-GRAINED GRAVELS, Poorly
Wash Very Dense GP 23 NP NP 100 100 69 36 23 16 8 5
graded gravels
11.55 12.00 Boring SS-8 71 32 10 19 38 57
SPT
BROWN COARSE-GRAINED GRAVELS, Poorly
Wash Very Dense GP 19 NP NP 100 100 72 43 31 25 15 11
graded gravels
13.05 13.50 Boring SS-9 71 32 10 19 38 57
SPT
BROWN COARSE-GRAINED GRAVELS, Poorly
Wash Very Dense GP 13 NP NP 100 100 72 35 26 20 11 5
graded gravels
14.55 15.00 Boring SS-10 71 32 10 19 38 57

Prepared by: Gerald Cristoni Mijangos Checked by: Engr. Rushell Rowena Gelacio
Laboratory Technician Laboratory Manager

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