PROPOSED PAMPANGA RIVER SLOPE PROTECTION WORKS AT …

GEOTECHNICAL INVESTIGATION

TERMS Concrete & Materials

Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.

Tel # 6559785 / 470-5412

FINAL REPORT

ON

" PROPOSED PAMPANGA RIVER

SLOPE PROTECTION WORKS AT SAN

ESTEBAN CUT - OFF CHANNEL

PALIMPI ( PHASE 1 ) "

Masantol Pampanga

DPWH REGION 3

DPWH-BRS Accredited Laboratory

Cordon Isabela

Page

I. INTRODUCTION 1

II. FIELD INVESTIGATION 2

III. LABORATORY TESTING 2-4

IV. RESULTS OF FIELD AND LABORATORY TESTING 5

V. 5-7

A. Shallow Strip Foundation 5

B. Lateral Earth Pressure 5-6

C. Slope Stability 7

D. Mat Foundation with Underlying Soil Improvement 7

LIMITATIONS 8

Appendices

Final Boring Log

Laboratory Test Results

Drilling Photos

Bussiness Permit and License

Geotechnical Engineer's P. T. R.

FINAL REPORT

GEOTECHNICAL INVESTIGATION

" PROPOSED PAMPANGA RIVER SLOPE PROTECTION WORKS AT SAN ESTEBAN CUT - OFF CHANNEL

PALIMPI ( PHASE 1 ) "

Masantol Pampanga

TABLE OF CONTENTS

EVALUATION / RECOMMENDATIONS FOR LATERAL EARTH PRESSURE

ANALYSIS, SLOPE STABILITY and FOUNDATION DESIGN

Appendix D

Section

Appendix E

ATTACHMENTS

Appendix A

Appendix B

Appendix C

Page 1 of 8

EVALUATION OF GEOTECHNICAL CONDITIONS for the

PROPOSED PAMPANGA RIVER SLOPE PROTECTION WORKS AT SAN

ESTEBAN CUT - OFF CHANNEL PALIMPI ( PHASE 1 )

Masantol Pampanga

INTRODUCTION

This assessment of the geotechnical conditions in the above-mentioned project site is based on the findings gathered from the field and laboratory works conducted by Terms Concrete Testing. It is understood that the subsurface exploration program is to be intended for a revetment project. Included in this report are recommendations on design parameters for lateral earth pressure coefficients for slope stability analysis and design. One borehole at 34.50m depth were drilled for the soil exploration program. During drilling of soil-type material, Standard Penetration Test (SPT) and soil sampling were undertaken at regular interval of 1.5m. Upon encountering rock-type formation, the coring procedure would then be employed to penetrate through the hard strata and extract samples. The retrieved soil and/or rock samples were taken to the soil laboratory for various laboratory tests.

Page 2 of 8

II. FIELD INVESTIGATION

The field investigation consisted of drilling boreholes with Standard Penetration Test for the boreholes. The boreholes were advanced by wash boring to the specified boring depths. The SPTs, conducted at every 1.5 meter interval, consisted of driving a standard split spoon sampler of 5.08 cm (2 inches O.D.) diameter in three successive segments of 15 cm (6 inches) using a freely falling drop hammer of 63.6 kg (140 lbs) weight from a height of 76.2 cm (30 inches). The number of blows required to penetrate the three 15-cm layers are recorded. The blow counts of the last two layers are added to give the N-value of a particular 45cm stretch, a measure of density or consistency of the soil. SPT procedures are conducted in accordance to ASTM D-1586. Soil samples were retrieved using the spoon sampler. When very hard material including gravel and rock formation are encountered, coring procedure is employed. For rock-type samples, Rock-Quality Designation (RQD) was applied in describing their properties. RQD is a measure of the degree of jointing or fracture in a rock mass that is measured as a percentage of the drill core in lengths of 10 cm or more. High-quality rock has an RQD of more than 75% while low quality of has less than 50%. All the recovered soil samples and cored samples were brought to the soil laboratory for further testings.

III. LABORATORY TESTING Retrieved soil or cored samples from every 1.5m depth were subjected to the following laboratory tests in conformance with the procedures given in the current ASTM standards as described below: Grain Size Analysis as per ASTM D422 Sieve analyses were performed to determine the gradational characteristics of the soil in order to come up with soil classification information

Page 3 of 8

Determination of Moisture Content as per ASTM D2216 The method determines the water (moisture) content of soil by weight. Moisture content of soil is the ratio of the mass of pore water in a given soil mass to the mass of the solid material particles, given in percentage. Atterberg Limit Test as per ASTM D4318 (for plastic material) Atterberg Limits test of fine grained (i.e., clayey or silty) material were performed to come up with soil classification data and to determine moisture content at which the behavior of soil changes. Liquid Limit of Soils The liquid limit of soil is the water content (percentage in weight) of the oven-dried soil after reaching the condition between the liquid and plastic states. Plastic Limit of Soils The plastic limit of soil is the water content (percentage in weight) of the oven-dried soil after reaching the condition between the plastic and semi-solid states. Plasticity Index of Soils The plasticity index is defined as the difference between the liquid and plastic limits of the soil. Soil Classification Tests as per ASTM D2487 The soil samples were classified based on the Unified Soils Classification System (ASTM 2487) which is a universal format in identifying and classifying soil materials. Based on laboratory determination of particle size characteristics, liquid limit and plasticity index, the standard classifies mineral and organo-mineral soils for engineering purposes. Unconfined Compression Test ASTM D2938 Unconfined Compression Test (UCT) is a method in determining the mechanical properties of rocks and fine-grained soils. It gives a measure of the undrained strength and the stress-strain characteristics of the rock or soil. It is customary to include the unconfined compression test in the laboratory test program of geotechnical investigation specially when dealing with rocks. It should be noted that no UCTs were performed for rock samples which did not pass the requirement as test specimen, e.g. not intact sample to fulfill the specified dimensioning. Further, rock properties are identified through the following measures:

Page 4 of 8

Total core recovery (TCR)

TCR is the borehole core recovery percentage, defined as the quotient:

lsum of pieces = Sum of length of core pieces ltotal core run= Total length of core run

Rock Quality Designation (RQD) RQD is an approximate measure of the degree of jointing or fracture in a rock mass, measured as a percentage of the drill core in lengths of 100 mm or more. High-quality rock has an RQD of more than 75% while low quality of less than 50%. Whereas rock quality designation could have several definitions, a popular definition was developed in 1964 by D. U. Deere wherein it is the borehole core recovery percentage incorporating only pieces of solid core that are longer than 100 mm in length measured along the centerline of the core. As such, pieces of core that are not competent (hard and sound) should not be counted inspite of being 100 mm in length.

RQD is defined as the quotient:

lsum of pieces = Sum of length of core sticks longer than 100 mm measured along

the center line of the core ltotal core run= Total length of core run

From the RQD index the rock mass can be classified as follows:

RQD Rock mass quality

<25% very poor

25-50% Poor

50-75% Fair

75-90% Good

90-100% Excellent

Page 5 of 8

IV. RESULTS OF FIELD AND LABORATORY TESTING

The results of the borehole are generally represented below; BH 1 GWT: -9.0m

Depth,m USCS

Classification

Remarks (Relative Condition /

Consistency)

0.0 – 24.0/25.0 CH Very Soft-Stiff

25.0-34.0 SM Loose-Very Dense

V. EVALUATION / RECOMMENDATIONS FOR LATERAL EARTH PRESSURE ANALYSIS, SLOPE STABILITY and FOUNDATION DESIGN

A. Shallow Strip Foundation Using an isolated footing scheme with a minimum recommended embedment depth of 3.0m, the following values could be employed:

The above values are governed by either the limiting settlement magnitude of 25mm or shear capacity failure depending on the depth. Further, the recommended values are applicable to footing width of not more than 2.5m. B. Lateral Earth Pressure The ff. geotechnical parameters are recommended for lateral earth pressure analysis:

Embedment Depth Allowable Bearing Capacity for

Strip Foundation

3.0m 25 kPa

3.5m 35 kPa

4.0m 55 kPa

Page 6 of 8

SANDY Materials

Characteristic Very Loose Loose Medium

Dense Dense to

Very Dense

Φ (degree) 27.5 30.0 32.5 35.0-37.5

Y/ γ’ (Kn/m3) 17/9 18/10 19/11 19/11

Cu (Undrained)

(kPa)

0 0 0

0

C (kPa) 0 0 0 0

Poisson’s Ratio

(Saturated)

0.35-0.4 0.3-0.4 0.3

0.3

Poisson’s Ratio

(Unsaturated)

0.35-0.40 0.3-0.4 0.3-0.4

0.30

Ka 0.37 0.33 0.30 0.24-0.27

Kp 2.74 3.0 3.22 3.68-4.11

Es (MN/m2) 3-5 7-12 12-20 20-70

CLAYEY Materials

Characteristic Very Soft Soft Firm Medium

Stiff to Stiff Very Stiff to Very Hard

Φ (degree) 12.5 17.5 18 20.0 25-30

Y/ γ’ (Kn/m3) 16/6 17/7 18/8 18/8 19/9 to 22/12

Cu (Undrained)

(kPa)

4-8

10-25

20-40 25-50

50-200

C (kPa) 1-2 4-10 10-15 15-20 25

Poisson’s Ratio

(Saturated)

0.1-0.2

0.1-0.3

0.-0.3 0.1-0.3

0.1-0.3

Poisson’s Ratio

(Unsaturated)

0.5

0.4-0.5

0.40-0.5 0.40-0.5

0.40-0.5

Ka 0.64 0.54 0.52 0.41-0.49 0.41-0.33

Kp 1.55 1.86 1.90 2.04 2.46-3.0

Es (MN/m2) 1-2 2-5 3-5 5-20 20-70

Page 7 of 8

C. Slope Stability Possible slope stability solutions can be any of the ff methods:

Mechanically Stabilized Earth (MSE)

Soil Nailing

Rock Anchor

Sheet Pile with tie back anchors

Retaining Wall

Revetment Wall The adequate engineering measure for slope stabilization depends on the terrain, slope angle, location of critical slip circle, etc. Use of Slope Stability Charts for preliminary analysis of locating the slip circle is recommended. An example of a well-known Slope Stability Chart can be found on the Appendix of Soil Strength and Slope Stability (2005) by Duncan & Wright. However, for a detailed analysis, use of Finite Element software is recommended. Finite Element software can analyze multiple locations of critical slip surfaces in the slope and take into consideration factors such as seepage, rapid drawdown etc. A good drainage system is also recommended to control the flow of water away from the structure / slope. As excess pore water pressure may develop in the slope and more often than not, can cause slope failure. D. Mat Foundation with Underlying Soil Improvement If the above recommendation does not suffice or is impractical, mat foundation with underlying soil improvement can be employed. The following soil improvement systems can be applied:

1) Jet-grouted Columns 2) Soil-Cement Columns 3) Stone Columns 4) (Micropiles)

Specialist contractors can propose detailed design based on the actual slab footprint and loading.

Page 8 of 8

LIMITATIONS The foregoing assessment and recommendations are based on the prevailing exploration and laboratory results. Should there be significant differences in the soil stratification encountered during the construction stage, the undersigned should be informed immediately so that necessary supplemental recommendations can be made.

MIGUEL DIMADURA, M CivEng Consulting Geotechnical/Sub-Structural Engineer PRC CE Reg. 59571

GEOLOGIC SETTING

A. Lithology

The study area is part of the delta of the Pampanga River which is located in the northern bounds of

the Manila Bay. The Pampanga River delta forms a shallow coastal area that is adjacent to the

Central Luzon Valley Basin. Underlying the delta are thick layers of sedimentary deposits of mud,

clay, sand and silt that originate from the Central Luzon Valley, southern slopes of the Caraballo

Mountains and the western slopes of Sierra Madre. Beneath the Quaternary deposits in the delta is

the Guadalupe Formation. The Guadalupe Formation is divided into two members – Alat

Conglomerate and Diliman Tuff. The Alat Conglomerate is the lower member which is characterized

by a sequence of conglomerate, sandstone and mudstones with approximately 200m thickness.

Diliman Tuff is the upper member and characterized by bedded deposits of fine vitric tuff, welded

pyroclastic breccias and tuffaceous sandstones. Approximate thickness of the Diliman Tuff is around

1300-2000 meters.

B. Tectonic Structures

Active faults closest to the area of interest are the West Valley Fault and East Zambales Fault. West

Valley Fault is part of the Valley Fault System which is a 135 km long dextral (right lateral strike-slip)

tectonic feature, trending north-south originating from the Angat area in Bulacan and terminating in

Tagaytay Ridge. Offset-based magnitude estimates for the West Valley fault is approximately M7.3 -

7.7 (Rimando, 2006). The trace of the West Valley Fault is located approximately 42 km southeast

from the study area .

The East Zambales Fault is a strike-slip fault present at the eastern footslopes of the Zambales Range

with 110 km length and 26 km in width (Japan International Cooperation Agency, 2004). Magnitude

estimates indicate that movement along the East Zambales Fault can generate an earthquake with

7.4 magnitude. The trace of the East Zambales Fault is located approximately 38 km north-northwest

of the study area. Figure 1 shows the location of the study area with respect to the active faults

present.

EARTHQUAKE HAZARDS

A. Ground Shaking

Ground shaking is the most immediate effect caused by earthquakes which can be accompanied by

surface rupture and displacements. The Philippine Institute of Volcanology and Seismology

(PHIVOLCS) used a deterministic model to determine the extent of ground shaking that can occur

during an earthquake event. The deterministic model was based on the work of Fukushima (1990)

which measures the horizontal peak ground acceleration at a geographical point based on its

distance from the fault rupture and wave magnitude of the earthquake event. Based on the model,

an earthquake event with 7.2 magnitude and propagated along the West Valley Fault would

generate a peak ground of acceleration of 0.20 – 0.30 g in the study area (Figure 2). An earthquake

event with magnitude 7.4 and propagated along the East Zambales Fault can generate a horizontal

peak ground acceleration of 0.15 – 0.25 g in the study area (Figure 3).

B. Liquefaction

Liquefaction is the transformation of water-saturated, unconsolidated granular material to a more

fluid like mass due to intense ground shaking. During liquefaction, sediments are compacted, losing

their strength and assuming a more liquid behavior resulting to structures built on top of liquefied

sediments to sink or tilt. The risk of liquefaction is more pronounced in areas underlain by

Quaternary Alluvium. The study area is exposed to high susceptibilities of liquefaction due to the

unconsolidated layers of sediments that underlie it.

Figure 1. Location map of the study area with respect to the East Zambales Fault and the West Valley Fault

Figure 2. Distribution of horizontal peak ground acceleration values caused by a Magnitude 7.2 earthquake event generated along the West Valley Fault. Map modified from PHIVOLCS (n.d)

Study Area

East Zambales Fault

West Valley Fault

Study Area

References:

Fukushima, Y., Tanaka T., 1990, A New Attenuation Relation for Peak Horizontal Acceleration of Strong

Earthquake Ground Motion in Japan, Bull. Seism. Soc. Am., Vol. 80, No. 4, 757-783.

Japan International Cooperation Agency. (2004). Metro Manila Earthquake Impact Reduction Study.

Retrieved from

http://ndrrmc.gov.ph/attachments/article/1472/Earthquake_Impact_Reduction_Study_Volu

me2.PDF

Peña, R., & Aurelio, M. (2005). Geology and Mineral Resources of the Philippines. Quezon City: Department of Environment and Natural Resources.

Philippine Institute of Volcanology and Seismology (Cartographer). (n.d). Rapid Earthquake Damage Assessment System (REDAS) [map].

Rimando, R. (2006). Neotectonics of Marikina Valley Fault System and Tectonic Framework of

Structures in Northern and Central Luzon, Philippines. Tectonophysics, 17-38.

Study Area

Figure 3. Distribution of horizontal peak ground acceleration values caused by a Magnitude 7.4 earthquake event generated along the East Zambales Fault. Map modified from PHIVOLCS (n.d)

BOREHOLE LOCATION PLANDRAWN NOT TO SCALE

CONTROL NUMBER

DRILLED BY

DATE STARTED

DATE FINISHED

WEATHER

ENCODED BY

0.00

#4 100.00 LL= 65.80

#10 100.00 PL= 31.14

#40 94.93 PI= 34.66

1.50 1.50 SPT NO REC SS-1 - #200 86.29

#4 100.00 LL= 65.90

#10 100.00 PL= 31.73

#40 93.00 PI= 34.17

3.00 3.00 SPT NO REC SS-2 - #200 82.02

#4 100.00 LL= 64.20

#10 100.00 PL= 31.00

#40 94.82 PI= 33.20

4.50 4.50 SPT 0.35 SS-3 - 5 5 4 9 #200 86.06

#4 100.00 LL= 63.70

#10 100.00 PL= 31.35

#40 94.35 PI= 32.35

6.00 6.00 SPT 0.35 SS-4 - 5 4 3 7 #200 85.09

#4 100.00 LL= 62.80

#10 100.00 PL= 30.77

#40 95.45 PI= 32.03

7.50 7.50 SPT NO REC SS-5 - #200 87.03

#4 100.00 LL= 64.70

#10 100.00 PL= 31.42

#40 94.92 PI= 33.28

9.00 9.00 SPT NO REC SS-6 - #200 86.02

#4 100.00 LL= 69.20

#10 100.00 PL= 32.46

#40 94.38 PI= 36.74

10.50 10.50 SPT NO REC SS-7 - #200 84.37

#4 100.00 LL= 66.20

#10 100.00 PL= 31.68

#40 95.97 PI= 34.52

12.00 12.00 SPT NO REC SS-8 - #200 89.09

#4 100.00 LL= 67.30

#10 100.00 PL= 32.04

#40 94.31 PI= 35.26

13.50 13.50 SPT NO REC SS-9 - #200 85.24

#4 100.00 LL= 66.30

#10 100.00 PL= 32.09

#40 94.25 PI= 34.21

15.00 15.00 SPT NO REC SS-10 - #200 85.00

#4 100.00 LL= 67.40

#10 100.00 PL= 32.04

#40 94.35 PI= 35.36

16.50 16.50 SPT NO REC SS-11 - #200 85.09

#4 100.00 LL= 69.50

#10 100.00 PL= 32.04

#40 92.67 PI= 37.46

18.00 18.00 SPT NO REC SS-12 - #200 82.46

#4 100.00 LL= 68.60

#10 100.00 PL= 32.00

#40 93.46 PI= 36.60

19.50 19.50 SPT NO REC SS-13 - #200 85.00

#4 100.00 LL= 63.70

#10 100.00 PL= 31.13

#40 93.75 PI= 32.57

21.00 21.00 SPT NO REC SS-14 - #200 83.40- -

COHESIVE SOILS COHENSIONLESS SOILS

N - VALUES CONSISTENCY N - VALUES CONSISTENCY

CH-Silty CLAY MH-Clayey SILT 0 - 2 VERY SOFT 0 - 4 VERY LOOSE

ML-Sandy SILT SW-Well Graded SAND 3 - 4 SOFT 5 - 10 LOOSE

SM-Silty SAND 5 - 8 FIRM 11 - 30 MEDIUM DENSE

SP-Poorly Graded SAND 9 - 15 STIFF 31 -50 DENSE

SP-SM-Poorly Graded SAND with silt 16 - 30 VERY STIFF >50 VERY DENSE

SW-SM-Well Graded SAND with silt > 30 HARD

GRADING

% PASSING

SUNNY DAY

CH

CH

CH

ATTERBERG

CH

CH

CH

CLASSIFICATION

UNIFIED

PROPOSED PAMPANGA RIVER SLOPE PROTECTION WORKS AT SAN ESTEBAN CUT -

OFF CHANNEL PALIMPI ( PHASE 1 )

PROJECT LOCATION Masantol Pampanga

Peter John Pasculado

15-Sep-19

13-Sep-19

I.Espaldon

CLIENT

PROJECT NAME

DPWH REGION 3

9.00m

34.50m

FINAL BORING LOG

CH

CH

CH

CH

Firm, brownish gray silty

CLAY of high plasticity.

Very soft, brownish gray

silty CLAY of high plasticity.















CH

CH



LEGENDS, SYMBOLS, AND

RANGE OF VALUES

STANDARD

PENETRATION

TEST

20.55

CORINGUNDISTURBED

SAMPLING



CH

CH

HAMMER WEIGHT

HAMMER WEIGHT

17.55

14.55WASH

BORING

16.05

WASH

BORING

13.05

WASH

BORING

8.55

WASH

BORING

10.05

11.55

WASH

BORING

WASH

BORING

HAMMER WEIGHT

HAMMER WEIGHT

Stiff, brownish gray silty

CLAY of high plasticity.



HAMMER WEIGHT

REC.

(m)



HAMMER WEIGHT

1.05WASH

BORING

SAMPLE

N0.DEPTH SOIL DESCRIPTION

SPT BLOWS

PER 15 CM

SAMPLING

DEPTH

TYPE OF

SAMPLING

N.

VALUE

BOREHOLE NO. BH-1

FINAL DEPTH

RQD

(%)

N - VALUE (GRAPHICAL)

GROUND WATER LEVEL

WASH

BORING

2.55WASH

BORING

7.05WASH

BORING

5.55WASH

BORING

4.05

WASH

BORING

19.05

WASH

BORING

WASH

BORING

HAMMER WEIGHT

HAMMER WEIGHT

HAMMER WEIGHT

HAMMER WEIGHT

HAMMER WEIGHT

HAMMER WEIGHT

0 20 40 60 80 100

Encoded By:

I.Espaldon Jr. Laboratory Technician/Encoder

Certified By:

M. CUNAHAP Laboratory Head

BH-1

CONTROL NUMBER

DRILLED BY

DATE STARTED

DATE FINISHED

WEATHER

ENCODED BY

#4 100.00 LL= 64.40

#10 100.00 PL= 30.69

#40 95.69 PI= 33.71

22.50 22.50 SPT NO REC SS-15 - #200 87.07

#4 100.00 LL= 62.80

#10 100.00 PL= 30.82

#40 93.51 PI= 31.98

24.00 24.00 SPT NO REC SS-16 - #200 84.13

#4 100.00 LL= -

#10 96.78 PL= NP

#40 83.24 PI= -

25.50 25.50 SPT 0.35 SS-17 - 2 3 4 7 #200 23.49

#4 100.00 LL= -

#10 97.40 PL= NP

#40 85.56 PI= -

27.00 27.00 SPT 0.35 SS-18 - 4 3 4 7 #200 31.36

#4 100.00 LL= -

#10 97.14 PL= NP

#40 84.68 PI= -

28.50 28.50 SPT 0.35 SS-19 - 7 5 6 11 #200 27.19

#4 100.00 LL= -

#10 96.35 PL= NP

#40 81.97 PI= -

30.00 30.00 SPT 0.35 SS-20 - 11 11 13 24 #200 22.71

#4 100.00 LL= -

#10 96.61 PL= NP

#40 82.75 PI= -

31.50 31.50 SPT 0.35 SS-21 - #200 24.54

#4 100.00 LL= -

#10 96.68 PL= NP

#40 81.91 PI= -

33.00 33.00 SPT 0.35 SS-22 - #200 19.86

#4 100.00 LL= -

#10 96.84 PL= NP

#40 84.58 PI= -

34.50 34.50 SPT 0.35 SS-23 - #200 28.06

COHESIVE SOILS COHENSIONLESS SOILS

N - VALUES CONSISTENCY N - VALUES CONSISTENCY

CH-Silty CLAY MH-Clayey SILT 0 - 2 VERY SOFT 0 - 4 VERY LOOSE

ML-Sandy SILT SW-Well Graded SAND 3 - 4 SOFT 5 - 10 LOOSE

SM-Silty SAND 5 - 8 FIRM 11 - 30 MEDIUM DENSE

SP-Poorly Graded SAND 9 - 15 STIFF 31 -50 DENSE

SP-SM-Poorly Graded SAND with silt 16 - 30 VERY STIFF >50 VERY DENSE

SW-SM-Well Graded SAND with silt > 30 HARD

SMMedium dense, gray silty

SAND fine grained non

plastic.

Medium dense, gray silty

SAND fine grained non

plastic.SM

28.05WASH

BORING

Very dense, gray silty SAND

fine grained non plastic.

29.55WASH

BORING

CH

GRADING

LEGENDS, SYMBOLS, AND

RANGE OF VALUESSTANDARD

PENETRATION

TEST

UNDISTURBED

SAMPLING

Loose, gray silty SAND fine

grained non plastic.


fine grained non plastic.

SM



Loose, gray silty SAND fine

grained non plastic.

SAMPLE

N0.

RQD

(%)

CORING

SM

CH

CLASSIFICATION

UNIFIEDATTERBERG

I.Espaldon

Peter John Pasculado

% PASSING

TYPE OF

SAMPLING

REC.

(m)

22.05WASH

BORING

BOREHOLE NO. 13-Sep-19

SUNNY DAY9.00m

26.55WASH

BORING

15-Sep-19

PROJECT NAMEPROPOSED PAMPANGA RIVER SLOPE PROTECTION WORKS AT SAN ESTEBAN CUT -

OFF CHANNEL PALIMPI ( PHASE 1 )

DPWH REGION 3

WASH

BORING

FINAL DEPTH

PROJECT LOCATION

34.50m

Masantol Pampanga

25.05

WASH

BORING

SAMPLING

DEPTHSOIL DESCRIPTION

N.

VALUE

SPT BLOWS

PER 15 CM



CLIENT

N - VALUE (GRAPHICAL)

DEPTH

GROUND WATER LEVEL

23.55

31.05WASH

BORING

FINAL BORING LOG

SM

SM

34.05WASH

BORING


fine grained non plastic.SM

50/15

32.55WASH

BORING

50/15

50/15

HAMMER WEIGHT

HAMMER WEIGHT

BH-1

0 20 40 60 80 100

Encoded By:

I.Espaldon Jr. Laboratory Technician/Encoder

Certified By:

M. CUNAHAP

Laboratory Head

BH-1

9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST

Original Wt., gms: 202.4

Oven Dry Wt., gms: 145.9

Wash O.D. Wt., gms: 20.2

INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 145.90 100.00 0.00

1" 25 0.0 145.90 100.00 0.00

3/4" 19 0.0 145.90 100.00 0.00

1/2" 12.5 0.0 145.90 100.00 0.00

3/8" 9.5 0.0 145.90 100.00 0.00

#4 4.75 0.0 145.90 100.00 0.00

#10 2 0.0 145.90 100.00 0.00

#40 0.425 7.4 138.50 94.93 5.07

#200 0.075 12.6 125.90 86.29 13.71

0.2

125.7

145.9

CU=

CC=

1 2 3 1 2

Container + Wet Soil, g.49.9 50.4 53.0 50.6 50.1

Container + Dry Soil, g.38.8 39.8 42.1 44.2 43.9

Moisture Loss, g. 11.1 10.6 10.9 6.4 6.2

Container I.D. CG5 ID2 ZK9 MV4 QS3

Container, g. 23.6 23.8 24.0 23.7 23.9

Dry Soil, g. 15.2 16.0 18.1 20.5 20.0

Moisture content, 73.3 66.7 60.0 31.2 31.1

Number of Blows18 24 32 Average 31.1

Liquid Limit: 65.8

Plastic Limit: 31.1

Plasticity Index: 34.7

Remarks:

Soil Description:

Group Symbols:

38.73%

LIQUID LIMIT PLASTIC LIMIT

Spec's. Item No. :

Nat. Moisture Content, % :

Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

This report is the result of test performed on the sample taken from site.

Clayey SILT

MH

WASH LOSS

DETERM. NO.

TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT

ASTM D 4318 - 05

TOTAL

Sampled at:

Tested by:

Sampled by: PJ. Pasculado / Driller

J. Llona & B. Aquino & W. Palisoc / Lab. Tech.

TEST REPORT FOR SIEVE ANALYSIS

ASTM D - 422

Jobsite

Soil (BH-1 : SS-1)

PROPOSED PAMPANGA RIVER SLOPE PROTECTION WORKS AT SAN ESTEBAN CUT - OFF CHANNEL PALIMPI

( PHASE 1 )Name of Project:

Kind of Sample:

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000

US STANDARD SIEVE SIZE

48

51

54

57

60

63

66

69

72

75

78

81

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:

M. CUNAHAP ' Soil Laboratory Head

Tested By:

I. ESPALDON JR. Laboratory Technician

9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 132.90 100.00 0.00

1" 25 0.0 132.90 100.00 0.00

3/4" 19 0.0 132.90 100.00 0.00

1/2" 12.5 0.0 132.90 100.00 0.00

3/8" 9.5 0.0 132.90 100.00 0.00

#4 4.75 0.0 132.90 100.00 0.00

#10 2 0.0 132.90 100.00 0.00

#40 0.425 9.3 123.60 93.00 7.00

#200 0.075 14.6 109.00 82.02 17.98

0.3

108.7

132.9

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.9 10.7 10.3 6.9 7.1

Container I.D. CR2 OX9 GM1 NJ6 DW4

Container, g. 23.8 24.0 23.9 23.7 23.6

Dry Soil, g. 15.5 16.2 17.5 21.9 22.3



Liquid Limit: 65.9

Plastic Limit: 31.7


Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-2)



Tested by:



Group Symbols:

CUMULATIVE

Kind of Sample:

Sampled at:

PAN

DETERM. NO.

Soil Description:

WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

TOTAL


Clayey SILT

MH

38.83%


Spec's. Item No. :


Fineness Modulus :


ASTM D 4318 - 05

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


48

51

54

57

60

63

66

69

72

75

78

81

84

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 144.90 100.00 0.00

1" 25 0.0 144.90 100.00 0.00

3/4" 19 0.0 144.90 100.00 0.00

1/2" 12.5 0.0 144.90 100.00 0.00

3/8" 9.5 0.0 144.90 100.00 0.00

#4 4.75 0.0 144.90 100.00 0.00

#10 2 0.0 144.90 100.00 0.00

#40 0.425 7.5 137.40 94.82 5.18

#200 0.075 12.7 124.70 86.06 13.94

0.3

124.4

144.9

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.2 11.0 10.5 6.8 6.9

Container I.D. DU9 CO1 ES5 BK8 MT4

Container, g. 24.0 23.7 23.6 23.9 23.8

Dry Soil, g. 15.4 16.6 17.7 21.8 22.2



Liquid Limit: 64.2

Plastic Limit: 31.0


Remarks:

42.24%

PAN

DETERM. NO.


ASTM D 4318 - 05

TOTAL



Clayey SILT

MH

WASH LOSS

Soil Description:

Group Symbols:


CUMULATIVE

Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms



Tested by:


Kind of Sample:

Sampled at: Jobsite

Soil (BH-1 : SS-3)


ASTM D - 422

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


47

50

53

56

59

62

65

68

71

74

77

80

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 146.90 100.00 0.00

1" 25 0.0 146.90 100.00 0.00

3/4" 19 0.0 146.90 100.00 0.00

1/2" 12.5 0.0 146.90 100.00 0.00

3/8" 9.5 0.0 146.90 100.00 0.00

#4 4.75 0.0 146.90 100.00 0.00

#10 2 0.0 146.90 100.00 0.00

#40 0.425 8.3 138.60 94.35 5.65

#200 0.075 13.6 125.00 85.09 14.91

0.3

124.7

146.9

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.1 10.2 9.9 6.7 6.6

Container I.D. VW4 XL9 CM6 RF2 ZL8

Container, g. 24.0 23.8 23.7 23.9 23.6

Dry Soil, g. 15.0 15.8 17.1 21.2 21.1



Liquid Limit: 63.7

Plastic Limit: 31.3


Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-4)



Tested by:



Group Symbols:

CUMULATIVE

Kind of Sample:

Sampled at:

PAN

DETERM. NO.

Soil Description:

WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

TOTAL


Clayey SILT

MH

34.45%


Spec's. Item No. :


Fineness Modulus :


ASTM D 4318 - 05

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


46

49

52

55

58

61

64

67

70

73

76

79

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 134.20 100.00 0.00

1" 25 0.0 134.20 100.00 0.00

3/4" 19 0.0 134.20 100.00 0.00

1/2" 12.5 0.0 134.20 100.00 0.00

3/8" 9.5 0.0 134.20 100.00 0.00

#4 4.75 0.0 134.20 100.00 0.00

#10 2 0.0 134.20 100.00 0.00

#40 0.425 6.1 128.10 95.45 4.55

#200 0.075 11.3 116.80 87.03 12.97

0.1

116.7

134.2

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.2 10.6 10.0 6.8 6.8

Container I.D. DR4 XO1 VM9 PS6 EQ3

Container, g. 23.6 23.8 23.9 24.0 23.7

Dry Soil, g. 16.1 16.8 17.8 22.2 22.0



Liquid Limit: 62.8

Plastic Limit: 30.8


Remarks:

37.63%

PAN

DETERM. NO.


ASTM D 4318 - 05

TOTAL



Clayey SILT

MH

WASH LOSS

Soil Description:

Group Symbols:


CUMULATIVE

Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms



Tested by:


Kind of Sample:

Sampled at: Jobsite

Soil (BH-1 : SS-5)


ASTM D - 422

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


45

48

51

54

57

60

63

66

69

72

75

78

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 141.60 100.00 0.00

1" 25 0.0 141.60 100.00 0.00

3/4" 19 0.0 141.60 100.00 0.00

1/2" 12.5 0.0 141.60 100.00 0.00

3/8" 9.5 0.0 141.60 100.00 0.00

#4 4.75 0.0 141.60 100.00 0.00

#10 2 0.0 141.60 100.00 0.00

#40 0.425 7.2 134.40 94.92 5.08

#200 0.075 12.6 121.80 86.02 13.98

0.2

121.6

141.6

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.9 11.6 10.2 6.2 6.4

Container I.D. DM1 VP6 EJ4 ZK9 OW3

Container, g. 23.6 23.7 23.9 24.0 23.8

Dry Soil, g. 16.3 17.7 17.2 19.7 20.3



Liquid Limit: 64.7

Plastic Limit: 31.4


Remarks:

Group Symbols:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-6)



Kind of Sample:

Sampled at:

Tested by:




Clayey SILT

MH

WASH LOSS

DETERM. NO.


ASTM D 4318 - 05

TOTAL

Soil Description:

Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN


44.14%

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


47

50

53

56

59

62

65

68

71

74

77

80

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 145.90 100.00 0.00

1" 25 0.0 145.90 100.00 0.00

3/4" 19 0.0 145.90 100.00 0.00

1/2" 12.5 0.0 145.90 100.00 0.00

3/8" 9.5 0.0 145.90 100.00 0.00

#4 4.75 0.0 145.90 100.00 0.00

#10 2 0.0 145.90 100.00 0.00

#40 0.425 8.2 137.70 94.38 5.62

#200 0.075 14.6 123.10 84.37 15.63

0.3

122.8

145.9

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.6 10.9 10.1 6.9 6.7

Container I.D. DU7 VJ2 XL9 TM1 GN4

Container, g. 23.6 24.0 23.8 23.7 23.9

Dry Soil, g. 14.7 15.7 16.2 21.2 20.7



Liquid Limit: 69.2

Plastic Limit: 32.5


Remarks:

Soil Description:

Group Symbols:

37.56%


Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN


Clayey SILT

MH

WASH LOSS

DETERM. NO.


ASTM D 4318 - 05

TOTAL

Sampled at:

Tested by:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-7)



Kind of Sample:

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


52

55

58

61

64

67

70

73

76

79

82

85

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 151.30 100.00 0.00

1" 25 0.0 151.30 100.00 0.00

3/4" 19 0.0 151.30 100.00 0.00

1/2" 12.5 0.0 151.30 100.00 0.00

3/8" 9.5 0.0 151.30 100.00 0.00

#4 4.75 0.0 151.30 100.00 0.00

#10 2 0.0 151.30 100.00 0.00

#40 0.425 6.1 145.20 95.97 4.03

#200 0.075 10.4 134.80 89.09 10.91

0.2

134.6

151.3

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.9 10.9 10.7 7.0 6.8

Container I.D. SD5 VO8 DH1 IW4 KA6

Container, g. 23.8 24.0 23.7 23.6 23.9

Dry Soil, g. 15.6 16.0 17.4 22.1 21.5



Liquid Limit: 66.2

Plastic Limit: 31.7


Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-8)



Tested by:



Group Symbols:

CUMULATIVE

Kind of Sample:

Sampled at:

PAN

DETERM. NO.

Soil Description:

WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

TOTAL


Clayey SILT

MH

31.79%


Spec's. Item No. :


Fineness Modulus :


ASTM D 4318 - 05

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


49

52

55

58

61

64

67

70

73

76

79

82

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 138.90 100.00 0.00

1" 25 0.0 138.90 100.00 0.00

3/4" 19 0.0 138.90 100.00 0.00

1/2" 12.5 0.0 138.90 100.00 0.00

3/8" 9.5 0.0 138.90 100.00 0.00

#4 4.75 0.0 138.90 100.00 0.00

#10 2 0.0 138.90 100.00 0.00

#40 0.425 7.9 131.00 94.31 5.69

#200 0.075 12.6 118.40 85.24 14.76

0.3

118.1

138.9

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.7 10.8 10.6 7.0 7.1

Container I.D. RC5 QX1 YL9 MV4 EN2

Container, g. 24.0 23.6 23.8 23.7 23.9

Dry Soil, g. 15.7 16.2 17.4 21.8 22.1



Liquid Limit: 67.3

Plastic Limit: 32.0


Remarks:

Soil Description:

Group Symbols:

33.62%


Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN


Sandy SILT

ML

WASH LOSS

DETERM. NO.


ASTM D 4318 - 05

TOTAL

Sampled at:

Tested by:




Jobsite

Soil (BH-1 : SS-9)



Kind of Sample:

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


50

53

56

59

62

65

68

71

74

77

80

83

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 125.30 100.00 0.00

1" 25 0.0 125.30 100.00 0.00

3/4" 19 0.0 125.30 100.00 0.00

1/2" 12.5 0.0 125.30 100.00 0.00

3/8" 9.5 0.0 125.30 100.00 0.00

#4 4.75 0.0 125.30 100.00 0.00

#10 2 0.0 125.30 100.00 0.00

#40 0.425 7.2 118.10 94.25 5.75

#200 0.075 11.6 106.50 85.00 15.00

0.3

106.2

125.3

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.7 10.4 10.4 7.1 6.9

Container I.D. CR4 XQ8 MT6 EL1 SY5

Container, g. 24.0 23.8 23.6 23.7 23.9

Dry Soil, g. 15.5 15.7 17.7 22.0 21.5



Liquid Limit: 66.3

Plastic Limit: 32.1


Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-10)



Tested by:



Group Symbols:

CUMULATIVE

Kind of Sample:

Sampled at:

PAN

DETERM. NO.

Soil Description:

WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

TOTAL


Sandy SILT

ML

47.41%


Spec's. Item No. :


Fineness Modulus :


ASTM D 4318 - 05

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


49

52

55

58

61

64

67

70

73

76

79

82

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 146.90 100.00 0.00

1" 25 0.0 146.90 100.00 0.00

3/4" 19 0.0 146.90 100.00 0.00

1/2" 12.5 0.0 146.90 100.00 0.00

3/8" 9.5 0.0 146.90 100.00 0.00

#4 4.75 0.0 146.90 100.00 0.00

#10 2 0.0 146.90 100.00 0.00

#40 0.425 8.3 138.60 94.35 5.65

#200 0.075 13.6 125.00 85.09 14.91

0.1

124.9

146.9

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.3 11.9 10.2 6.8 6.8

Container I.D. DQ5 VO9 MK1 RL6 EH2

Container, g. 24.0 23.8 23.9 23.6 23.7

Dry Soil, g. 14.9 17.4 16.6 21.1 21.4



Liquid Limit: 67.4

Plastic Limit: 32.0


Remarks:

Fineness Modulus :

ASTM D 4318 - 05

TOTAL


Soil Description:


Sandy SILT

MLGroup Symbols:

PAN

DETERM. NO.


WASH LOSS

PJ. Pasculado / Driller

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

34.24%

Spec's. Item No. :


Soil (BH-1 : SS-11)


( PHASE 1 )

Sampled at:

Tested by:

Sampled by:

Name of Project:

Kind of Sample:



ASTM D - 422

Jobsite

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


50

53

56

59

62

65

68

71

74

77

80

83

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 132.30 100.00 0.00

1" 25 0.0 132.30 100.00 0.00

3/4" 19 0.0 132.30 100.00 0.00

1/2" 12.5 0.0 132.30 100.00 0.00

3/8" 9.5 0.0 132.30 100.00 0.00

#4 4.75 0.0 132.30 100.00 0.00

#10 2 0.0 132.30 100.00 0.00

#40 0.425 9.7 122.60 92.67 7.33

#200 0.075 13.5 109.10 82.46 17.54

0.1

109.0

132.3

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.0 11.2 10.7 6.4 6.5

Container I.D. RW3 CX8 NK6 LM1 DH4

Container, g. 24.0 23.8 23.9 23.7 23.6

Dry Soil, g. 15.7 15.8 16.6 19.8 20.3



Liquid Limit: 69.5

Plastic Limit: 32.0


Remarks:

Group Symbols:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-12)



Kind of Sample:

Sampled at:

Tested by:




Clayey SILT

MH

WASH LOSS

DETERM. NO.


ASTM D 4318 - 05

TOTAL

Soil Description:

Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN


37.19%

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


52

55

58

61

64

67

70

73

76

79

82

85

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 145.30 100.00 0.00

1" 25 0.0 145.30 100.00 0.00

3/4" 19 0.0 145.30 100.00 0.00

1/2" 12.5 0.0 145.30 100.00 0.00

3/8" 9.5 0.0 145.30 100.00 0.00

#4 4.75 0.0 145.30 100.00 0.00

#10 2 0.0 145.30 100.00 0.00

#40 0.425 9.5 135.80 93.46 6.54

#200 0.075 12.3 123.50 85.00 15.00

0.2

123.3

145.3

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.0 11.8 10.7 6.4 6.6

Container I.D. VQ5 CO8 EM2 NZ6 LF4

Container, g. 23.6 23.9 23.7 24.0 23.8

Dry Soil, g. 15.6 17.3 17.3 20.0 20.5



Liquid Limit: 68.6

Plastic Limit: 32.0


Remarks:

Fineness Modulus :

ASTM D 4318 - 05

TOTAL


Soil Description:


Clayey SILT

MHGroup Symbols:

PAN

DETERM. NO.


WASH LOSS


SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

38.20%

Spec's. Item No. :


Soil (BH-1 : SS-13)


( PHASE 1 )

Sampled at:

Tested by:

Sampled by:

Name of Project:

Kind of Sample:



ASTM D - 422

Jobsite

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


51

54

57

60

63

66

69

72

75

78

81

84

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 131.30 100.00 0.00

1" 25 0.0 131.30 100.00 0.00

3/4" 19 0.0 131.30 100.00 0.00

1/2" 12.5 0.0 131.30 100.00 0.00

3/8" 9.5 0.0 131.30 100.00 0.00

#4 4.75 0.0 131.30 100.00 0.00

#10 2 0.0 131.30 100.00 0.00

#40 0.425 8.2 123.10 93.75 6.25

#200 0.075 13.6 109.50 83.40 16.60

0.2

109.3

131.3

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.5 10.5 9.4 6.7 6.6

Container I.D. QC3 SO2 JL7 OV5 EM1

Container, g. 23.5 24.0 23.9 23.7 23.6

Dry Soil, g. 17.0 15.8 16.5 21.4 21.1



Liquid Limit: 63.7

Plastic Limit: 31.1


Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-14)



Tested by:



Group Symbols:

CUMULATIVE

Kind of Sample:

Sampled at:

PAN

DETERM. NO.

Soil Description:

WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

TOTAL


Clayey SILT

MH

38.39%


Spec's. Item No. :


Fineness Modulus :


ASTM D 4318 - 05

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


46

49

52

55

58

61

64

67

70

73

76

79

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 146.20 100.00 0.00

1" 25 0.0 146.20 100.00 0.00

3/4" 19 0.0 146.20 100.00 0.00

1/2" 12.5 0.0 146.20 100.00 0.00

3/8" 9.5 0.0 146.20 100.00 0.00

#4 4.75 0.0 146.20 100.00 0.00

#10 2 0.0 146.20 100.00 0.00

#40 0.425 6.3 139.90 95.69 4.31

#200 0.075 12.6 127.30 87.07 12.93

0.1

127.2

146.2

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.5 10.7 10.4 6.8 6.9

Container I.D. LM6 VD1 OS9 KR5 CJ2

Container, g. 24.0 23.6 23.9 23.7 23.8

Dry Soil, g. 15.7 16.3 17.4 22.0 22.3



Liquid Limit: 64.4

Plastic Limit: 30.7


Remarks:

Soil Description:

Group Symbols:

33.86%


Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN


Clayey SILT

MH

WASH LOSS

DETERM. NO.


ASTM D 4318 - 05

TOTAL

Sampled at:

Tested by:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-15)



Kind of Sample:

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


47

50

53

56

59

62

65

68

71

74

77

80

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 144.90 100.00 0.00

1" 25 0.0 144.90 100.00 0.00

3/4" 19 0.0 144.90 100.00 0.00

1/2" 12.5 0.0 144.90 100.00 0.00

3/8" 9.5 0.0 144.90 100.00 0.00

#4 4.75 0.0 144.90 100.00 0.00

#10 2 0.0 144.90 100.00 0.00

#40 0.425 9.4 135.50 93.51 6.49

#200 0.075 13.6 121.90 84.13 15.87

0.3

121.6

144.9

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.6 10.0 10.1 6.4 6.2

Container I.D. QP8 VJ1 WX5 FL2 AB3

Container, g. 23.7 23.9 24.0 23.6 23.8

Dry Soil, g. 15.9 16.0 17.6 20.8 20.3



Liquid Limit: 62.8

Plastic Limit: 30.8


Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-16)



Tested by:



Group Symbols:

CUMULATIVE

Kind of Sample:

Sampled at:

PAN

DETERM. NO.

Soil Description:

WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

TOTAL


Clayey SILT

MH

40.23%


Spec's. Item No. :


Fineness Modulus :


ASTM D 4318 - 05

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


46

49

52

55

58

61

64

67

70

73

76

79

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 245.20 100.00 0.00

1" 25 0.0 245.20 100.00 0.00

3/4" 19 0.0 245.20 100.00 0.00

1/2" 12.5 0.0 245.20 100.00 0.00

3/8" 9.5 0.0 245.20 100.00 0.00

#4 4.75 0.0 245.20 100.00 0.00

#10 2 7.9 237.30 96.78 3.22

#40 0.425 33.2 204.10 83.24 16.76

#200 0.075 146.5 57.60 23.49 76.51

0.3

57.3

245.2

CU=

CC=

1 2 3 1 2

Container + Wet Soil, g. - - - - -

Container + Dry Soil, g. - - - - -

Moisture Loss, g. - - - - -

Container I.D. - - - - -

Container, g. - - - - -

Dry Soil, g. - - - - -

Moisture content, - - - - -

Number of Blows- - - Average -

Liquid Limit: -

Plastic Limit: NP Soil Description:

Plasticity Index: - Group Symbols:

Remarks:

ASTM D 4318 - 05

TOTAL


WASH LOSS

16.44%

Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE


Silty SAND

SM

PAN

DETERM. NO.


Sampled at:

Tested by:

Sampled by:



ASTM D - 422

Jobsite

Soil (BH-1 : SS-17)



Kind of Sample:


0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


44

47

50

53

56

59

62

65

68

71

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 265.30 100.00 0.00

1" 25 0.0 265.30 100.00 0.00

3/4" 19 0.0 265.30 100.00 0.00

1/2" 12.5 0.0 265.30 100.00 0.00

3/8" 9.5 0.0 265.30 100.00 0.00

#4 4.75 0.0 265.30 100.00 0.00

#10 2 6.9 258.40 97.40 2.60

#40 0.425 31.4 227.00 85.56 14.44

#200 0.075 143.8 83.20 31.36 68.64

0.3

82.9

265.3

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -



Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-18)



Kind of Sample:

Sampled at:

Tested by:



CUMULATIVE

PAN

DETERM. NO.


WASH LOSS

ASTM D 4318 - 05

TOTAL



Silty SAND

SM

Spec's. Item No. :

Nat. Moisture Content, % : 18.32%

Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


40

43

46

49

52

55

58

61

64

67

70

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 251.90 100.00 0.00

1" 25 0.0 251.90 100.00 0.00

3/4" 19 0.0 251.90 100.00 0.00

1/2" 12.5 0.0 251.90 100.00 0.00

3/8" 9.5 0.0 251.90 100.00 0.00

#4 4.75 0.0 251.90 100.00 0.00

#10 2 7.2 244.70 97.14 2.86

#40 0.425 31.4 213.30 84.68 15.32

#200 0.075 144.8 68.50 27.19 72.81

0.3

68.2

251.9

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -



Remarks:

Fineness Modulus :

ASTM D 4318 - 05

TOTAL

WEIGHT

RETAINED

gms

CUMULATIVE


Spec's. Item No. :


WASH LOSS

SIEVE SIZE


Silty SAND

SM

PAN

DETERM. NO.


Sampled at:

Tested by:



ASTM D - 422

Jobsite

Soil (BH-1 : SS-19)



Kind of Sample:


0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


42

45

48

51

54

57

60

63

66

69

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 252.30 100.00 0.00

1" 25 0.0 252.30 100.00 0.00

3/4" 19 0.0 252.30 100.00 0.00

1/2" 12.5 0.0 252.30 100.00 0.00

3/8" 9.5 0.0 252.30 100.00 0.00

#4 4.75 0.0 252.30 100.00 0.00

#10 2 9.2 243.10 96.35 3.65

#40 0.425 36.3 206.80 81.97 18.03

#200 0.075 149.5 57.30 22.71 77.29

0.4

56.9

252.3

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -



Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-20)



Kind of Sample:

Sampled at:

Tested by:



CUMULATIVE

PAN

DETERM. NO.


WASH LOSS

ASTM D 4318 - 05

TOTAL



Silty SAND

SM

Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


44

47

50

53

56

59

62

65

68

71

74

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 253.90 100.00 0.00

1" 25 0.0 253.90 100.00 0.00

3/4" 19 0.0 253.90 100.00 0.00

1/2" 12.5 0.0 253.90 100.00 0.00

3/8" 9.5 0.0 253.90 100.00 0.00

#4 4.75 0.0 253.90 100.00 0.00

#10 2 8.6 245.30 96.61 3.39

#40 0.425 35.2 210.10 82.75 17.25

#200 0.075 147.8 62.30 24.54 75.46

0.2

62.1

253.9

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -



Remarks:

Fineness Modulus :

ASTM D 4318 - 05

TOTAL

WEIGHT

RETAINED

gms

CUMULATIVE


Spec's. Item No. :


WASH LOSS

SIEVE SIZE


Silty SAND

SM

PAN

DETERM. NO.


Sampled at:

Tested by:



ASTM D - 422

Jobsite

Soil (BH-1 : SS-21)



Kind of Sample:


0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


44

47

50

53

56

59

62

65

68

71

74

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 238.20 100.00 0.00

1" 25 0.0 238.20 100.00 0.00

3/4" 19 0.0 238.20 100.00 0.00

1/2" 12.5 0.0 238.20 100.00 0.00

3/8" 9.5 0.0 238.20 100.00 0.00

#4 4.75 0.0 238.20 100.00 0.00

#10 2 7.9 230.30 96.68 3.32

#40 0.425 35.2 195.10 81.91 18.09

#200 0.075 147.8 47.30 19.86 80.14

0.3

47.0

238.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -



Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-22)



Kind of Sample:

Sampled at:

Tested by:



CUMULATIVE

PAN

DETERM. NO.


WASH LOSS

ASTM D 4318 - 05

TOTAL



Silty SAND

SM

Spec's. Item No. :


Fineness Modulus :

SIEVE SIZE

WEIGHT

RETAINED

gms

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


44

47

50

53

56

59

62

65

68

71

74

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


9-5-19/9-13-19

DATE DRILLED

TCT 10/10/2019

OFFICE DATE RECEIVE

TCT 10-11-19/10-14-19

OFFICE DATE TEST




INCH / NO. MM.

WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 256.20 100.00 0.00

1" 25 0.0 256.20 100.00 0.00

3/4" 19 0.0 256.20 100.00 0.00

1/2" 12.5 0.0 256.20 100.00 0.00

3/8" 9.5 0.0 256.20 100.00 0.00

#4 4.75 0.0 256.20 100.00 0.00

#10 2 8.1 248.10 96.84 3.16

#40 0.425 31.4 216.70 84.58 15.42

#200 0.075 144.8 71.90 28.06 71.94

0.3

71.6

256.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -



Remarks:

Fineness Modulus :

ASTM D 4318 - 05

TOTAL

WEIGHT

RETAINED

gms

CUMULATIVE


Spec's. Item No. :


WASH LOSS

SIEVE SIZE


Silty SAND

SM

PAN

DETERM. NO.


Sampled at:

Tested by:



ASTM D - 422

Jobsite

Soil (BH-1 : SS-23)



Kind of Sample:


0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

0.0010.010.11101001000


44

47

50

53

56

59

62

65

68

71

74

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Tested By:


PROJECT:

Location:

Client

PROPOSED PAMPANGA RIVER SLOPE

PROTECTION WORKS AT SAN ESTEBAN

CUT - OFF CHANNEL PALIMPI ( PHASE 1 )

Masantol Pampanga

DPWH REGION 3

TERMS Concrete Testing #19 L. Intalan St. Bagong Ilog, Pasig City

Documents

PROPOSED PAMPANGA RIVER SLOPE PROTECTION WORKS AT …