A.M. GEOCONSULT AND ASSOCIATES, INC.

FINAL BORING LOG

ASTM D1586-08a, ASTM D1587-08, ASTM D2113-08

Project Name:

Project Location:

Client:

Client's Address:

Consultant:

Sampling Location:

Date of Sampling:

Site Topography:

Weather Condition:

Coordinates:

Station:

Type of Drilling Machine:

Type of Hammer:

GEOTECHNICAL INVESTIGATION WORK FOR SAN NICOLAS HEALTH CENTER521 ASUNCION ST. BINONDO, MANILADPWH - NORTH MANILA ENG'G DISTRICT Project Reference #: 1305DEO4DPWH NAGTAHAN STA. MESA, MANILA- Contact Number: -

FRONT OF THE CENTER (LEFT SIDE)DS: 06/08/13 DF: 06/09/13 Borehole Number: BH2FLAT Borehole Depth (m): 36.00SUNNY Ground Elevation (m): -- Ground Water Level (m): 23.00- Date/Time Measured: 06/09/13

TOHO Drilling Orientation: VERTICALAUTOMATIC Type of Drill Pump: FMC

DEPTH SAMPLING SAMPLE TYPE OF REC. RQD SPT BLOWS PER N- N-VALUE (Graphical)CONSISTENCY/

RQD SOIL DESCRIPTION(m) DEPTH (m) ID SAMPLING (%) (%) 15 cm VALUE 10 20 30 40 50 >50 DESCRIPTION

22.05 gray

22.50 22.50 SS15 100 - 9 9 8 17 MEDIUM DENSE silty clayey SAND with seashells (SC-SM )

23.55 gray

24.00 24.00 SS16 100 - 8 9 8 17 MEDIUM DENSE silty clayey SAND with seashells (SC-SM )

25.05 gray25.50 25.50 SS17 100 - 8 9 10 19 MEDIUM DENSE silty SAND with seashells (SM )

26.55 gray27.00 27.00 SS18 100 - 8 9 9 18 MEDIUM DENSE silty SAND with seashells (SM )

28.05 gray28.50 28.50 SS19 89 - 14 17 19 36 HARD fat CLAY (CH )

29.55 dark gray

30.00 30.00 SS20 89 - 14 15 17 32 HARD lean CLAY with sand and seashells (CL )

31.05 gray31.50 31.50 SS21 100 - 13 15 18 33 HARD elastic SILT (MH )

32.55 gray33.00 33.00 SS22 67 - 15 24 29 53 VERY HARD elastic SILT (MH )

34.05 dark gray34.50 34.50 SS23 67 - 19 28 30 58 VERY HARD elastic SILT with sand (MH )

35.55 dark gray36.00 36.00 SS24 67 - 20 27 31 58 VERY HARD elastic SILT (MH )

TYPES OF SAMPLING TYPES OF SOIL COHESIVE SOIL GRANULAR SOIL

Wash Boring Clay N-VALUE Consistency N-VALUE DensityLEGENDS, Coring Sand 0 - 1 Very Soft 0 - 4 Very Loose

SYMBOLS, AND Undisturbed Sampling Silt2 - 4 Soft 5 - 10 Loose5 - 8 Medium Stiff 11 - 24 Medium Dense

RANGE OF VALUES Standard Penetration Test Gravel 9 - 15 Stiff 25 - 50 Dense

Shell 16 - 30 Very Stiff > 50 Very DenseTuff 31 - 50 Hard

> 50 Very Hard

Sizes and type of the samplers used are shown in the Field Boring Log

Performed by: ALBERT RAMIREZJunior Driller

Checked by: CHRISTIAN IBAÑEZTechnical Manager

Approved by: REMEDIOS SOLDAOHead of Engineering Department

THIS TEST REPORT SHOULD NOT BE COPIED, ALTERED, DIVULGED, OR REPRODUCED WITHOUT WRITTEN APPROVAL FROM A.M. GEOCONSULT & ASSOCIATES, INC.

R-FBL v.1 - A.M. Geoconsult and Associates, Inc. #12 South Zuzuarregui Street, Old Balara, Quezon City 1119. +63(2) 931-8883 +63(2) 932-9585.

A.M. GEOCONSULT AND ASSOCIATES, INC.

SUMMARY OF BOREHOLE TEST RESULTS

Project Name: GEOTECHNICAL INVESTIGATION WORK FOR SAN NICOLAS HEALTH CENTERProject Location: 521 ASUNCION ST. BINONDO, MANILAClient: DPWH - NORTH MANILA ENG'G DISTRICTClient's Address: DPWH NAGTAHAN STA. MESA, MANILAConsultant: -

Sampling Location: FRONT OF THE CENTER (LEFT SIDE)Site Topography: FLAT

BH236.00--

ASTM D1586-08a/ASTM D1587-08; 6/8/1306/13/13

ATTERBERG

MOI

STUR

ECON

TEN

T(%

) PARTICLE SIZE GRADING (CUMULATIVE % PASSING)SAMPLE SAMPLE LIMITSUSCS

ID DEPTH (m) SYMBOL LL (%) PI (%) 3" 2 1/2" 2" 1 1/2" 1" 3/4" 3/8" #4 #10 #40 #100 #200(75.00 mm) (63.00 mm) (50.00 mm) (37.50 mm) (25.00 mm) (19.00 mm) (9.50 mm) (4.75 mm) (2.00 mm) (0.425 mm) (0.150 mm) (0.075 mm)

SS15 22.05-22.50 SC-SM 21 5 29.8 - - - - - 100 100 99 96 79 57 54

SS16 23.55-24.00 SC-SM 24 5 31.8 - - - - - - 100 99 95 65 37 32

SS17 25.05-25.50 SM NL NP 28.0 - - - - - - 100 100 96 73 42 32

SS18 26.55-27.00 SM NL NP 26.8 - - - - - - 100 99 96 67 32 23

SS19 28.05-28.50 CH 51 18 74.6 - - - - - - - 100 100 98 94 92

SS20 29.55-30.00 CL 44 18 56.5 - - - - - - 100 98 92 86 82 78

SS21 31.05-31.50 MH 52 22 67.5 - - - - - - 100 99 96 95 95 94

SS22 32.55-33.00 MH 58 26 45.6 - - - - - - - 100 99 96 90 86

SS23 34.05-34.50 MH 61 29 57.7 - - - - - - - 100 98 91 84 82

SS24 35.55-36.00 MH 69 26 48.8 - - - - - - - 100 99 96 93 92

- - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - -

- - - - - - - - - - - - - - - - - -

*Test/s are not ISO/IEC 17025:2008 Accredited

Encoded by: ANA LIZA HUISO Approved by: REMEDIOS SOLDAOOffice Engineer Head of Engineering Department

Checked by: CHRISTIAN IBANEZTechnical Manager

THIS TEST REPORT SHOULD NOT BE COPIED, ALTERED, DIVULGED, OR REPRODUCED WITHOUT WRITTEN APPROVAL FROM A.M. GEOCONSULT & ASSOCIATES, INC.

R-SBHT v.1 - A.M. Geoconsult and Associates, Inc. #12 South Zuzuarregui Street, Old Balara, Quezon City 1119. +63(2) 931-8883 +63(2) 932-9585.