Soil Investigation Results

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 11 - 13, 2007 Northing: Time Measured:

Easting:

-4.80

1424387.00569357.00

56

SS-5

3189 82 64

DESCRIPTION200

2 3

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

SS-8 44

33 2.7

SS-7 56

56

SS-6

2 2

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

DSTANDARD

PENETRATIONTEST (SPT)

10

UC

T, q

u, k

g/cm

2

40

AtterbergLimits

PI,

% 4

1

15cm

15cm

15cm

2 2

2

9

SS-1 56

SS-2 56

SS-3 44

SS-4 67

5

6

7

8

1

2

3

4

1 1 2

2 1 2

2 2 1

29

45

2 2 2

3

2.61 100 97 90 40

96 95 88 56

6.30 13 Jun. 2007 5:00 AM

2.6

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1aSheet 1 of 5

SM

Clayey SAND; dark gray; fine tovery fine grained; traces of shelland coralline limestone fragments;moderate to low plasticity; VERYSOFT.

SC

CH

CLAY; greenish gray; with fine tovery fine grained sand; traces ofshell fragments; high plasticity;VERY SOFT.

Silty SAND; greenish gray; fine tovery fine grained sand;considerable non-plastic fines;VERY LOOSE TO LOOSE.

Silty SAND; greenish gray; fine tovery fine grained sand;considerable non-plastic fines;VERY LOOSE.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 11 - 13, 2007 Northing: Time Measured:

Easting:

-4.80

1424387.00569357.00

11

12

13

14

15

6.30 13 Jun. 2007 5:00 AM

16

17

18

19

SS-14 71

SS-15 67

SS-10 44

SS-11 60

SS-13 67

SS-12 56

4 10

UC

T, q

u, k

g/cm

2

SS-9 56

15cm

15cm

15cm

2

200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION

2 2 2

2 2 2

2 2 2

1 2 2

1 1 2 59 2.57 82 53 92100 97

2 2

94

1 2 2

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1bSheet 2 of 5

CHCLAY; greenish gray; traces ofshell fragments; high plasticity;VERY SOFT.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 11 - 13, 2007 Northing: Time Measured:

Easting:

-4.80

1424387.00569357.00

67

67

SS-22 84

21

6.30 13 Jun. 2007 5:00 AM

61 2.59

24

29

27

28

25

26

15cm

15cm

2 3

RQ

D DESCRIPTION

22

23

SS-18 67

2 2SS-16 78

SS-17

AtterbergLimits

2

15cm

4 10

UC

T, q

u, k

g/cm

2

40 200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

%

SS-21

3 4

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

98 97 9592 2.57 100

2.573 4 4 70

4 5 4

SS-19 67

SS-20 78

2

3 3 3

3

3 3 4

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1cSheet 3 of 5

CH

CLAY; greenish gray; highplasticity; VERY SOFT.

CLAY; black to dark gray; traces ofdecayed wood fragments; highplasticity; SOFT.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 11 - 13, 2007 Northing: Time Measured:

Easting:

-4.80

1424387.00569357.00

2.56 82 525 5 99 97100 99

5 5 6

74

5 6 5

5 5 6 66 2.58 66 36

6 5 6

2.61 44 207 6 7 39

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

4 10

UC

T, q

u, k

g/cm

2

SS-23 89

15cm

15cm

15cm

5

SS-27 89

SS-26 89

SS-24 84

SS-25 89

39 SS-28 89

35

36

37

38

31

32

33

34

6.30 13 Jun. 2007 5:00 AM

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1dSheet 4 of 5

CHCLAY; dark gray; traces ofdecayed wood fragments; highplasticity; FIRM.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 11 - 13, 2007 Northing: Time Measured:

Easting:

-4.80

1424387.00569357.00

6 6

6 6 7

6 7 7

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

4 10

UC

T, q

u, k

g/cm

2

SS-29 78

15cm

15cm

15cm

6

SS-30 78

SS-31 67

49

45

46

47

48

41

42

43

44

6.30 13 Jun. 2007 5:00 AM

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1eSheet 5 of 5

END OF BORING43.50 M

CHCLAY; brownish gray; traces offriable tuff fragments; highplasticity; FIRM.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 14 - 15, 2007 Northing: Time Measured:

Easting:

-6.60

1424311.50569266.80

2.61 44 201 1 85 4499 96

1 0 0

43

1 1 0

1 0 0

89 87

1 1 1 45 2.62

91 892.592 2 3 63

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

4 10

UC

T, q

u, k

g/cm

2

SS-1 67

15cm

15cm

15cm

1

SS-5 78

SS-4 62

SS-2

SS-3 67

9 SS-6 78

5

6

7

8

1

2

3

4

7.50 15 Jun. 20071:00 PM

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2aSheet 1 of 5

CHCLAY; dark gray; traces of shellfragments; high plasticity; SOFT.

SCClayey SAND; dark gray; fine tovery fine grained sand; moderateto low plasticity; VERY LOOSE

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 14 - 15, 2007 Northing: Time Measured:

Easting:

-6.60

1424311.50569266.80

11

12

13

14

15

7.50 15 Jun. 20071:00 PM

16

17

18

19

SS-12 67

SS-13 78

SS-8 67

SS-9 67

SS-11 78

SS-10 78

4 10

UC

T, q

u, k

g/cm

2

SS-7 67

15cm

15cm

15cm

3

200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION

80 2.51 100 100 983 4 4 100

3 4 3

3 3 3

3 3 3 70 2.50 100 99 98 83

4 3 3

3 3

3 4 3

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2bSheet 2 of 5

CHCLAY; greenish gray; traces ofshell fragments; high plasticity;SOFT.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 14 - 15, 2007 Northing: Time Measured:

Easting:

78

SS-20 82

21

-6.60

1424311.50569266.80

78

7.50 15 Jun. 20071:00 PM

24

29

27

28

25

26

15cm

15cm

4 3

RQ

D DESCRIPTION

22

23

SS-16 67

4 3SS-14 67

SS-15

AtterbergLimits

3

15cm

4 10

UC

T, q

u, k

g/cm

2

40 200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

%

SS-19

3 4

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

100 99 94

4 3 4

4 5 5 83 2.50 90 59

SS-17 67

SS-18 78

4

3 4 3

4

4 3 3 68 2.5 76 43

67 2.5 78 53

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2cSheet 3 of 5

CHCLAY; greenish gray; highplasticity; SOFT.

CLAY; greenish gray; highplasticity; FIRM.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 14 - 15, 2007 Northing: Time Measured:

Easting:

-6.60

1424311.50569266.80

5 5

6 5 6

6 6 6

6 7 7

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

4 10

UC

T, q

u, k

g/cm

2

SS-21 67

15cm

15cm

15cm

5

SS-22 67

SS-23 67

39 SS-24 67

35

36

37

38

31

32

33

34

7.50 15 Jun. 20071:00 PM

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2dSheet 4 of 5

CHCLAY; greenish gray; highplasticity; FIRM.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of San Antonio, Pilar, Sorsogon Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 14 - 15, 2007 Northing: Time Measured:

Easting:

-6.60

1424311.50569266.80

7 6 7

97 9399 996 7 7 74 2.6

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

4 10

UC

T, q

u, k

g/cm

2

15cm

15cm

15cm

SS-26 67

46

47

48

SS-25

45

62

49

41

42

43

44

7.50 15 Jun. 20071:00 PM

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: CATHEAD/CONCORDRILLER: D. DE LUNASUPERVISOR: D. SINON

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2eSheet 5 of 5

END OF BORING45.00 M

CHCLAY; brownish gray; traces offriable tuff fragments; highplasticity; FIRM.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Caticlan, Caticlan, Aklan Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 4 - 5, 2007 Northing: Time Measured:

Easting: 385960.40

11 3382 69 49

1156 38 20

66

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

-0.15

1320535.50

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

LL, %

PI,

%

AtterbergLimits

4

15cm

15cm

15cm

DESCRIPTION

6 5

RQ

D

4

67 13 13 2915

1 2 8

14 22

8

9

4

5

6

7

SS-3 60

1

2

3 SS-2

SS-1

1.80 5 Jun. 200712:15 PM

17 7

200

SIEVE ANALYSIS% PASSING

404 10

UC

T, q

u, k

g/cm

2

42 34

92.66 2797 30 45

SS-6 42

3920

SS-5 71 17 48 25 2.65

SS-4 90 83

15 2.66

27

25 2.66 34

2.66

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1aSheet 1 of 2

SC

Clayey SAND; orange brown;consist of coralline particles andfragments; considerablemoderately plastic fines; LOOSE

53

5018

155

6320

453 18

67

Silty Coralline Sandy GRAVEL;gray; coralline limestone fragmentsof sand to gravel size; negligiblefines MEIDUM DENSE.

GPGM

LMS

Coralline LIMESTONE; darkbrown to yellowish brown ; fine tocoarse-grained; marly; highlyweathered; poor to moderatelycemented; weak in terms of rockstrength.

GP

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Caticlan, Caticlan, Aklan Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 4 - 5, 2007 Northing: Time Measured:

Easting:

1.80 5 Jun. 200712:15 PM

11

12

13

14

15

16

17

18

19

SS-8 73

SS-9 78

SS-10

4 10

UC

T, q

u, k

g/cm

2

15cm

15cm

15cm

2.65

200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION

17

46

14 2.66

2712 2.66 28 10 84 69SS-7 82 27 37

-0.15

1320535.50385960.40

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1bSheet 2 of 2

164

5319

5011

5011

509

509

END OF BORING14.07 M

502

502

LMS

Coralline LIMESTONE; yellowishbrown ; fine to coarse-grained;marly; highly weathered; poorcemented; weak in terms of rockstrength.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Caticlan, Caticlan, Aklan Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 6 - 7, 2007 Northing: Time Measured:

Easting:

21

29

2.67

11 3 2

4 6 8 10 2.66

29 21

23 2.65

58 44

90 56

20 15 15 14 2.61 28 11

100 992.65 54 278 10 12 21

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

10

UC

T, q

u, k

g/cm

2

SS-1 87

15cm

15cm

15cm

5

100

CR-1 100

4

20

11 16

84

SS-2 93

SS-3 78

SS-5 78

SS-4

7

8

9 SS-6

1

2

3 19 14

8 12

2.66

7.20 7 Jun. 200712:00 PM

55 48 10

-6.00

1219964.60519976.00

100

4

5

6

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2aSheet 1 of 2

SPSM

CLAY; yellowish brown;considerable fine sand; highplasticity; STIFF.

503

503

CORING

Coralline Gravelly SAND; lightgray; consists of sand to gravel-size coralline limestone fragments;little non-plastic fines; MEDIUMDENSE.

Coralline GRAVEL; yellowishwhite; fragments of corals andlimestone; little sand; negligibleplastic fines; VERY DENSE.

GC

Clayey Coralline SandyGRAVEL; yellowish brown;coralline limestone fragments withappreciable plastic fines; MEDIUMDENSE to DENSE.

CH

GP

Sh

SHALE; yellowish brown; finegrained; thickly-bedded; highlyweathered; poorly cemented; weakin terms of rock strength.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Caticlan, Caticlan, Aklan Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 6 - 7, 2007 Northing: Time Measured:

Easting:

18

7.20 7 Jun. 200712:00 PM

99 98 90 6141

11

12

13

14

15

16

17

18

67

19

SS-10 100

SS-9 62

4 10

UC

T, q

u, k

g/cm

2

SS-7 100

15cm

15cm

15cm

13

200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION

42 2.62

41 14

18 26 20

2.61 69

442.60 71 5399 8397

-6.00

1219964.60519976.00

SS-8 24 28 23 21

2.61

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2bSheet 2 of 2

Sh

SHALE; yellowish brown; finegrained; thickly-bedded; highlyweathered; poorly cemented; weakin terms of rock strength.

6130

509

509

504

5019

14.74 M

50

END OF BORING50

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Dumangas, Dumangas, Iloilo Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 21 - 22 2007 Northing: Time Measured:

Easting:

-3.60

1191627.00467885.80

2.67 33 132 2 95 45100

2 3 6

48

4 5 5

7 7 6 22 2.66

99 44

3 3 3

100 1002.66 32 123 4 4 38

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

4 10

UC

T, q

u, k

g/cm

2

SS-1 100

15cm

15cm

15cm

1

SS-5 67

SS-4 78

SS-2 78

SS-3 71

9 SS-6 82

5

6

7

8

1

2

3

4

4.56 22 Jun. 20072:00 PM

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1aSheet 1 of 4

SC

Clayey SAND; greenish gray; fineto very fine grained sand;moderate to low plasticity; VERYLOOSE TO LOOSE.

Clayey SAND; greenish gray; fineto very fine grained sand;moderate to low plasticity;LOOSE.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Dumangas, Dumangas, Iloilo Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 21 - 22 2007 Northing: Time Measured:

Easting:

-3.60

1191627.00467885.80

SS-12 62

11

12

13

14

28 2.60

17

18

19

10 17 18

8 7 14

15

16

4.56 22 Jun. 20072:00 PM

99 16

200

SIEVE ANALYSIS% PASSING

40

SS-13 80

SS-8 84

SS-9 53

SS-11 33

SS-10 62

4 10

UC

T, q

u, k

g/cm

2

SS-7 62

15cm

15cm

15cm

4

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

LL, %

PI,

%

AtterbergLimits

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION

13 19 20

8 10 14

10 15 13

15 23 27 26 2.62

4 5

100 100

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1bSheet 2 of 4

SC

Silty SAND; greenish gray; fine tovery fine grained sand; appreciablenon-plastic fines; MEDIUMDENSE TO VERY DENSE.

Clayey SAND; greenish gray; fine tovery fine grained sand; moderateplasticity; LOOSE.

SM

Silty SAND; greenish gray; fine tovery fine grained sand; appreciablenon-plastic fines; MEDIUMDENSE TO DENSE.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Dumangas, Dumangas, Iloilo Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 21 - 22 2007 Northing: Time Measured:

Easting:

-3.60

1191627.00467885.80

23 2.64

56

26

21

90

4.56 22 Jun. 20072:00 PM

200

SIEVE ANALYSIS% PASSING

56

18 18

18

9

44

SS-20 71

100

SS-16 84

15

15cm

DESCRIPTION

14

24

29

27

28

25

RQ

D

21

22

23

SS-14 93

SS-15

15cm

15cm

22

4

UC

T, q

u, k

g/cm

2

40

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

LL, %

PI,

%

SS-19

13 14

2.7

SS-18 31

SS-17 7 7

6

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON Atterberg

Limits

10

30 100

2.6621 21 22 32

23 22 24

8 8

52 58 100

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1cSheet 3 of 4

CHCLAY; light gray; traces of sand;high plasticity; STIFF TO VERYSTIFF.

SM

Silty SAND; greenish gray; fine tovery fine grained sand; appreciablenon-plastic fines; DENSE.

Silty SAND; greenish gray; fine tomedium grained sand; appreciablenon-plastic fines; DENSE.

SC

Clayey SAND; greenish gray; fineto very fine grained sand;moderate to low plasticity;DENSE.

Clayey SAND; greenish gray; fineto medium grained sand; moderateto low plasticity; DENSE.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Dumangas, Dumangas, Iloilo Weather: F A I R Date Measured:BH NO.: BH-1 DATE DRILLED: Jun. 21 - 22 2007 Northing: Time Measured:

Easting:

-3.60

1191627.00467885.80

31

32

33

34

35

4.56 22 Jun. 20072:00 PM

36

37

38

39 SS-26 29

SS-22 44

SS-23 56

SS-25 33

SS-24 16

4 10

UC

T, q

u, k

g/cm

2

SS-21 84

15cm

15cm

15cm

19

200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION

19 21 20

18 20 20 52 2.59 100 100 100 64

16 15 16

15 16 16

20 23

17 19 22

50 2.65 39 10 98 98 5898

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 1dSheet 1 of 4

Clayey SILT; greenish gray; withfine to very fine grained sand; lowplasticity; HARD.

ML

39.00 MEND OF BORING

Sandy SILT; greenish gray;considerable amount of fine to veryfine grained sand; slight to non-plastic fines; HARD.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Dumangas, Dumangas, Iloilo Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 19 - 20, 2007 Northing: Time Measured:

Easting:

-7.90

1190552.00467924.00

2.592 1 74 2197 92

1 1 1 20 2.57 38

23

6815

2 3 4

4 5 7 34 2.59

92 24

8 8 9

100 992.586 10 10 33

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

4 10

UC

T, q

u, k

g/cm

2

SS-1 100

15cm

15cm

15cm

1

SS-5 80

SS-4 87

SS-2 93

SS-3 84

9 SS-6 100

5

6

7

8

1

2

3

4

8.50 20 Jun. 20075:00 PM

100 100 100

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2aSheet 1 of 4

SC

Clayey SAND; light gray to gray;fine to very fine grained sand;moderate plasticity; VERY LOOSETO LOOSE.

Silty SAND; gray to greenish gray;fine to very fine grained sand;moderate to low plasticity;MEDIUM DENSE.

SM

Silty SAND; greenish gray; fine tomedium grained sand; traces ofshell fragments; slight to noneplastic fines; VERY LOOSE.

SM

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Dumangas, Dumangas, Iloilo Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 19 - 20, 2007 Northing: Time Measured:

Easting:

-7.90

1190552.00467924.00

11

12

14

15

17 22 31 2.58

17

18

19

15SS-12 49 12 18

8.50 20 Jun. 20075:00 PM

200

13

15cm

15cm

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

16

SS-13 84

SS-8 84

SS-9 89

SS-11 56

SS-10 49

SS-7 84

15cm

RQ

D DESCRIPTION

10

9

13

LL, %

PI,

% 40

AtterbergLimits

4 10

UC

T, q

u, k

g/cm

2

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON CONSO.

TESTSIEVE ANALYSIS

% PASSING

11 15 22 36 2.61

17 18 17

15 19 16

13 24

17 20

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2bSheet 2 of 4

SC

Silty SAND; greenish gray; fine tomedium sand; none plastic fines;DENSE.

Clayey SAND; greenish gray; fine tovery fine grained sand; moderateplasticity; DENSE.

SM

Silty SAND; greenish gray; fine tovery fine grained sand; appreciablenon-plastic fines; DENSE.

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Dumangas, Dumangas, Iloilo Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 19 - 20, 2007 Northing: Time Measured:

Easting:

-7.90

1190552.00467924.00

78

26

3

47

8.50 20 Jun. 20075:00 PM

200

SIEVE ANALYSIS% PASSING

71

4 4

22

25

11

SS-20 49

SS-16 11

2

15cm

DESCRIPTION

4

24

29

27

28

25

RQ

D

21

22

23

SS-14 58

SS-15

15cm

15cm

4

4

UC

T, q

u, k

g/cm

2

40

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

LL, %

PI,

%

SS-19

23 23

2.6

SS-18 71

SS-17 25 36

14

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON Atterberg

Limits

10

16

100 76

19 24 27

18 26 25 39 2.59 32 14 100 56

13 13

40 39 100

46 2.6 39 18

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2cSheet 3 of 4

CHCLAY; light gray; traces of sand;high plasticity; FIRM.

GM

Silty SAND; greenish gray; fine tovery fine grained sand; appreciablenon-plastic fines; MEDIUMDENSE.

Silty Sandy GRAVEL; light gray;rounded to subrounded gravel;traces of decayed wood; slight tonone plastic fines; DENSE.

SC

Clayey SAND; greenish gray; fineto very fine grained sand;moderate to low plasticity; VERYDENSE.

6130

5130

5130

SCClayey SAND; greenish gray; fineto very fine grained sand;moderate to low plasticity; VERYDENSE.

SM

PROJECT: FSDRRTSMERP Elev. (MLLW) Depth of Water: mLOCATION: Port of Dumangas, Dumangas, Iloilo Weather: F A I R Date Measured:BH NO.: BH-2 DATE DRILLED: Jun. 19 - 20, 2007 Northing: Time Measured:

Easting:

-7.90

1190552.00467924.00

31

32

33

34

35

8.50 20 Jun. 20075:00 PM

36

37

38

39

4 10

UC

T, q

u, k

g/cm

2

SS-21 16

15cm

15cm

15cm

20

200

STANDARDPENETRATION

TEST (SPT)

Spe

cific

Gra

vity

CONSO.TEST

SIEVE ANALYSIS% PASSING

LL, %

PI,

% 40

AtterbergLimits

FINAL BOREHOLE LOG AND SUMMARY OF TEST RESULTS

BLOWS(SPT)

DE

PTH

(m)

SA

MP

LE N

O.

RE

CO

VE

RY

(%)

SA

MP

LE

LOG

SY

MB

OL

CLA

SS

IFIC

ATI

ON

RQ

D DESCRIPTION

25 27

SS - Split Spoon Sample

N-VALUE10 20 30 40

Technotest Center, 893 EDSA, Q.C.Tel. Nos.: 9242004/9242007 FAX: 9242156

MACHINE: TONEDRILLER: E. LABRAMONTESUPERVISOR: D. CONTAWE

WS - Wash Sample

UDS - Undisturbed Sample CR - Core Sample

Com

pres

sion

Inde

x, C

c

Nat

ural

Moi

stur

eC

onte

nt, %

Pre

con.

Pre

ss.

Pc ,

kg/

cm2

LEGEND:

A - 2dSheet 4 of 4

Clayey SAND; greenish gray; fineto very fine grained sand;moderate to low plasticity; VERYDENSE.

SC

5230

31.50 MEND OF BORING