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