rehabilitation improvement of eroded pampanga river …

" REHABILITATION IMPROVEMENT OF

ERODED PAMPANGA RIVER BANK "

Along Candelaria Macabebe Pampanga

DPWH REGION 3

GEOTECHNICAL INVESTIGATION

TERMS Concrete & Materials

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

Tel # 6559785 / 470-5412

FINAL REPORT

ON

DPWH-BRS Accredited Laboratory

of 7

EVALUATION OF GEOTECHNICAL CONDITIONS for the

REHABILITATION IMPROVEMENT OF ERODED PAMPANGA RIVER BANK


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 25.50m 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.

of 7

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 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.

of 7

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:

of 7

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

of 7

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 –13.0 CH Stiff-Very Stiff

13.0-21.0/22.0 CH Very Stiff-Hard

22.0-25.0 SM Dense-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 1.5m, 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

1.5m 65 kPa

2.0m 85 kPa

3.0m 120 kPa

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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

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.

of 7

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 45 km (shortest

perpendicular distance) east-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 39 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= 63.80

#10 100.00 PL= 31.80

#40 95.02 PI= 32.00

1.50 1.50 SPT 0.35 SS-1 - 5 7 7 14 #200 83.57

#4 100.00 LL= 64.20

#10 100.00 PL= 31.81

#40 94.01 PI= 32.39

3.00 3.00 SPT 0.35 SS-2 - 6 6 8 14 #200 84.12

#4 100.00 LL= 66.70

#10 100.00 PL= 31.52

#40 94.78 PI= 35.18

4.50 4.50 SPT 0.35 SS-3 - 8 7 9 16 #200 84.90

#4 100.00 LL= 68.20

#10 100.00 PL= 31.71

#40 97.46 PI= 36.49

6.00 6.00 SPT 0.35 SS-4 - 9 9 10 19 #200 84.15

#4 100.00 LL= 63.70

#10 100.00 PL= 31.68

#40 95.04 PI= 32.02

7.50 7.50 SPT 0.35 SS-5 - 11 11 12 23 #200 85.90

#4 100.00 LL= 65.60

#10 100.00 PL= 31.71

#40 95.96 PI= 33.89

9.00 9.00 SPT 0.35 SS-6 - 12 11 11 22 #200 85.84

#4 100.00 LL= 62.80

#10 100.00 PL= 30.33

#40 95.50 PI= 32.47

10.50 10.50 SPT 0.35 SS-7 - 13 14 14 28 #200 84.40

#4 100.00 LL= 65.80

#10 100.00 PL= 31.81

#40 97.33 PI= 33.99

12.00 12.00 SPT 0.35 SS-8 - 12 12 15 27 #200 85.51

#4 100.00 LL= 66.20

#10 100.00 PL= 31.50

#40 95.80 PI= 34.70

13.50 13.50 SPT 0.35 SS-9 - 13 13 16 29 #200 82.08

#4 100.00 LL= 66.20

#10 100.00 PL= 31.79

#40 94.89 PI= 34.41

15.00 15.00 SPT 0.35 SS-10 - 15 15 17 32 #200 81.39

#4 100.00 LL= 63.70

#10 100.00 PL= 31.13

#40 97.52 PI= 32.57

16.50 16.50 SPT 0.35 SS-11 - 14 14 15 29 #200 88.55

#4 100.00 LL= 64.70

#10 100.00 PL= 31.81

#40 96.10 PI= 32.89

18.00 18.00 SPT 0.35 SS-12 - 16 15 15 30 #200 83.52

#4 100.00 LL= 63.70

#10 100.00 PL= 31.21

#40 95.49 PI= 32.49

19.50 19.50 SPT 0.35 SS-13 - 17 17 16 33 #200 85.21

#4 100.00 LL= 62.80

#10 100.00 PL= 31.00

#40 93.71 PI= 31.80

21.00 21.00 SPT 0.35 SS-14 - 17 18 18 36 #200 83.69-

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

CH

SB-FM-FBL-01-REV

Date Effective: Nov. 11, 2019

CH

CH

CH

CH

CH

CH

CH

CH

CH

Hard, gray silty CLAY of

high plasticity.

Very stiff, gray silty CLAY

of high plasticity.


high plasticity.

J.B Losbañes

CLASSIFICATION

UNIFIED

CH

N.

VALUE

N - VALUE (GRAPHICAL)

Javel Militante

31-Oct-19

Stiff, gray silty CLAY of

high plasticity.


of high plasticity.

GRADING

% PASSING

ATTERBERG

5-Nov-19

SUNNY DAY

PROJECT LOCATION Along Candelaria Macabebe Pampanga


Testing Laboratory Inc.

#19L Intalan St., Bagong Ilog, Pasig City.

FINAL BORING LOG

CLIENT

PROJECT NAME

DPWH REGION 3


CHVery stiff, gray silty CLAY

of high plasticity.

Stiff, gray silty CLAY of

high plasticity.


of high plasticity.CH


of high plasticity.


of high plasticity.


of high plasticity.

CH


of high plasticity.


high plasticity.

WASH

BORING


high plasticity.

UNDISTURBED

SAMPLINGCORING

20.55

LEGENDS, SYMBOLS, AND

RANGE OF VALUES

WASH

BORING

STANDARD

PENETRATION

TEST

17.55WASH

BORING

19.05

11.55

WASH

BORING

16.05

13.05

WASH

BORING

14.55WASH

BORING

WASH

BORING

REC.

(m)

RQD

(%)

SAMPLE

N0.

BOREHOLE NO. BH-1

9.00m

25.50mFINAL DEPTH

1.05

GROUND WATER LEVEL

SOIL DESCRIPTIONSPT BLOWS

PER 15 CM

SAMPLING

DEPTH

TYPE OF

SAMPLINGDEPTH

WASH

BORING

2.55WASH

BORING

5.55WASH

BORING

4.05WASH

BORING

WASH

BORING

8.55WASH

BORING

10.05

7.05

WASH

BORING

0 20 40 60 80 100


Encoded By:

JB. Losbañes ' 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= -

#10 97.58 PL= NP

#40 82.16 PI= -

22.50 22.50 SPT 0.35 SS-15 - 16 18 20 38 #200 24.69

#4 100.00 LL= -

#10 96.78 PL= NP

#40 79.98 PI= -

24.00 24.00 SPT 0.35 SS-16 - 17 19 22 41 #200 14.19

#4 100.00 LL= -

#10 96.99 PL= NP

#40 81.29 PI= -

25.50 25.50 SPT 0.35 SS-17 - 25 30 34 64 #200 19.77

-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 HARDSB-FM-FBL-01-REV


CLASSIFICATION

UNIFIED% PASSING

LEGENDS, SYMBOLS, AND

RANGE OF VALUES

STANDARD

PENETRATION

TEST

UNDISTURBED

SAMPLINGCORING

SM

SM

ATTERBERG

DPWH REGION 3

Javel Militante

SM

SAMPLING

DEPTH

21.55

9.00m

SAMPLE

N0.SOIL DESCRIPTION

N - VALUE (GRAPHICAL) GRADING

25.05

23.55

RQD

(%)

N.

VALUE

SPT BLOWS

PER 15 CM

Dense, gray silty SAND fine

grained, non plastic.

GROUND WATER LEVEL

25.50m

REC.

(m)


BH-1


PROJECT NAME

FINAL BORING LOG

PROJECT LOCATION

#19L Intalan St., Bagong Ilog, Pasig City.

Testing Laboratory Inc.

BOREHOLE NO.


DEPTH

WASH

BORING

WASH

BORING

WASH

BORING

End of Borehole.

Very dense, gray silty

SAND fine grained, non

plastic.

SUNNY DAY

5-Nov-19

31-Oct-19

CLIENT

Dense, gray silty SAND fine

grained, non plastic.

J.B LosbañesFINAL DEPTH

TYPE OF

SAMPLING0 20 40 60 80 100


Encoded By:

JB. Losbañes ' Laboratory Technician/Encoder

Certified By:

M. CUNAHAP

Laboratory Head

BH-1

10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST

Original Wt., gms: 189.7

Oven Dry Wt., gms: 134.5

Wash O.D. Wt., gms: 22.4

INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 134.50 100.00 0.00

1" 25 0.0 134.50 100.00 0.00

3/4" 19 0.0 134.50 100.00 0.00

1/2" 12.5 0.0 134.50 100.00 0.00

3/8" 9.5 0.0 134.50 100.00 0.00

#4 4.75 0.0 134.50 100.00 0.00

#10 2 0.0 134.50 100.00 0.00

#40 0.425 6.7 127.80 95.02 4.98

#200 0.075 15.4 112.40 83.57 16.43

0.3

112.1

134.5

CU=

CC=

1 2 3 1 2

Container + Wet Soil, g.52.8 51.6 50.3 53.0 52.8

Container + Dry Soil, g.41.1 40.7 40.2 46.0 45.8

Moisture Loss, g. 11.7 10.9 10.1 7.0 7.0

Container I.D. TR6 YW7 UA8 IK3 LP1

Container, g. 23.9 23.8 23.7 24.0 23.9

Dry Soil, g. 17.2 16.9 16.5 22.0 21.9

Moisture content, 68.1 64.7 61.3 31.8 31.8

Number of Blows17 23 31 Average 31.8

Liquid Limit: 63.8

Plastic Limit: 31.8

Plasticity Index: 32.0

Remarks:

SB-FM-FTR-01-REV


LIQUID LIMIT PLASTIC LIMIT

Spec's. Item No. :

Nat. Moisture Content, % :

SIEVE SIZE

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

Soil Description:Silty CLAY

CHGroup Symbols:

DETERM. NO.

TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT

ASTM D 4318 - 05

TOTAL

WASH LOSS

PAN

41.04%

WEIGHT

RETAINED

gms

CUMULATIVE

Fineness Modulus :

Name of Project:

Kind of Sample:

Sampled at:

Sampled by:



TEST REPORT FOR SIEVE ANALYSIS

ASTM D - 422

Jobsite

Soil (BH-1 : SS-1)


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

J. Militante / Driller

Tested by:

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


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:

M. CUNAHAP ' Soil Laboratory Head

Tested By: John Bryan Losbañes ' Laboratory Technician

10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

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 7.5 117.80 94.01 5.99

#200 0.075 12.4 105.40 84.12 15.88

0.3

105.1

125.3

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.0 11.2 10.1 7.0 7.0

Container I.D. UH7 GD6 RS4 EA3 WQ2

Container, g. 23.5 23.6 23.7 24.0 23.9

Dry Soil, g. 17.3 16.9 16.6 22.0 21.9



Liquid Limit: 64.2

Plastic Limit: 31.8


Remarks:

SB-FM-FTR-01-REV


Sampled at:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-2)

REHABILITATION IMPROVEMENT OF ERODED PAMPANGA RIVER BANKName of Project:

Kind of Sample:

Tested by:

Sampled by: J. Militante / Driller


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL


Spec's. Item No. :

Nat. Moisture Content, % : 46.61%

Fineness Modulus :

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 143.70 100.00 0.00

1" 25 0.0 143.70 100.00 0.00

3/4" 19 0.0 143.70 100.00 0.00

1/2" 12.5 0.0 143.70 100.00 0.00

3/8" 9.5 0.0 143.70 100.00 0.00

#4 4.75 0.0 143.70 100.00 0.00

#10 2 0.0 143.70 100.00 0.00

#40 0.425 7.5 136.20 94.78 5.22

#200 0.075 14.2 122.00 84.90 15.10

0.3

121.7

143.7

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.4 11.8 10.9 6.3 6.2

Container I.D. WE5 TQ6 YA7 JK3 LO1

Container, g. 23.5 23.6 23.7 24.0 23.9

Dry Soil, g. 17.1 17.4 17.1 20.0 19.7



Liquid Limit: 66.7

Plastic Limit: 31.5


Remarks:

SB-FM-FTR-01-REV



Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-3)


Kind of Sample:

Sampled at:

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 145.70 100.00 0.00

1" 25 0.0 145.70 100.00 0.00

3/4" 19 0.0 145.70 100.00 0.00

1/2" 12.5 0.0 145.70 100.00 0.00

3/8" 9.5 0.0 145.70 100.00 0.00

#4 4.75 0.0 145.70 100.00 0.00

#10 2 0.0 145.70 100.00 0.00

#40 0.425 3.7 142.00 97.46 2.54

#200 0.075 19.4 122.60 84.15 15.85

0.3

122.3

145.7

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.1 11.5 10.6 6.2 6.4

Container I.D. SD6 YE7 UW8 KL3 PA1

Container, g. 23.9 23.8 23.7 24.0 23.9

Dry Soil, g. 16.8 16.4 16.0 19.5 20.2



Liquid Limit: 68.2

Plastic Limit: 31.7


Remarks:

SB-FM-FTR-01-REV


Sampled at:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-4)


Kind of Sample:

Tested by:



WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL


Spec's. Item No. :


Fineness Modulus :

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



55

58

61

64

67

70

73

76

79

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 151.10 100.00 0.00

1" 25 0.0 151.10 100.00 0.00

3/4" 19 0.0 151.10 100.00 0.00

1/2" 12.5 0.0 151.10 100.00 0.00

3/8" 9.5 0.0 151.10 100.00 0.00

#4 4.75 0.0 151.10 100.00 0.00

#10 2 0.0 151.10 100.00 0.00

#40 0.425 7.5 143.60 95.04 4.96

#200 0.075 13.8 129.80 85.90 14.10

0.3

129.5

151.1

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 10.8 10.5 10.6 6.9 7.0

Container I.D. TD6 YA7 US8 LA8 PQ1

Container, g. 23.6 23.7 23.8 24.0 23.9

Dry Soil, g. 15.5 16.1 17.2 21.9 22.1



Liquid Limit: 63.7

Plastic Limit: 31.7


Remarks:

SB-FM-FTR-01-REV



Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-5)


Kind of Sample:

Sampled at:

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 141.20 100.00 0.00

1" 25 0.0 141.20 100.00 0.00

3/4" 19 0.0 141.20 100.00 0.00

1/2" 12.5 0.0 141.20 100.00 0.00

3/8" 9.5 0.0 141.20 100.00 0.00

#4 4.75 0.0 141.20 100.00 0.00

#10 2 0.0 141.20 100.00 0.00

#40 0.425 5.7 135.50 95.96 4.04

#200 0.075 14.3 121.20 85.84 14.16

0.3

120.9

141.2

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.6 11.6 11.3 6.2 6.4

Container I.D. RD5 TE6 YW7 UJ8 LQ1

Container, g. 23.5 23.6 23.7 24.0 23.9

Dry Soil, g. 16.5 17.6 18.0 19.5 20.2



Liquid Limit: 65.6

Plastic Limit: 31.7


Remarks:

SB-FM-FTR-01-REV


Sampled at:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-6)


Kind of Sample:

Tested by:



WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL


Spec's. Item No. :


Fineness Modulus :

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 142.30 100.00 0.00

1" 25 0.0 142.30 100.00 0.00

3/4" 19 0.0 142.30 100.00 0.00

1/2" 12.5 0.0 142.30 100.00 0.00

3/8" 9.5 0.0 142.30 100.00 0.00

#4 4.75 0.0 142.30 100.00 0.00

#10 2 0.0 142.30 100.00 0.00

#40 0.425 6.4 135.90 95.50 4.50

#200 0.075 15.8 120.10 84.40 15.60

0.1

120.0

142.3

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.9 10.8 9.9 6.0 6.2

Container I.D. RE5 TW6 YA7 UQ8 KL3

Container, g. 23.5 23.6 23.7 24.0 23.9

Dry Soil, g. 17.4 17.0 16.7 19.7 20.4



Liquid Limit: 62.8

Plastic Limit: 30.3


Remarks:

SB-FM-FTR-01-REV



Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-7)


Kind of Sample:

Sampled at:

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:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 138.70 100.00 0.00

1" 25 0.0 138.70 100.00 0.00

3/4" 19 0.0 138.70 100.00 0.00

1/2" 12.5 0.0 138.70 100.00 0.00

3/8" 9.5 0.0 138.70 100.00 0.00

#4 4.75 0.0 138.70 100.00 0.00

#10 2 0.0 138.70 100.00 0.00

#40 0.425 3.7 135.00 97.33 2.67

#200 0.075 16.4 118.60 85.51 14.49

0.3

118.3

138.7

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.8 11.2 10.3 7.0 7.0

Container I.D. SD5 TE6 YA7 JZ8 LQ1

Container, g. 23.9 23.8 23.7 24.0 23.9

Dry Soil, g. 16.9 16.8 16.3 22.0 21.9



Liquid Limit: 65.8

Plastic Limit: 31.8


Remarks:

SB-FM-FTR-01-REV


Sampled at:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-8)


Kind of Sample:

Tested by:



WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL


Spec's. Item No. :


Fineness Modulus :

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 135.60 100.00 0.00

1" 25 0.0 135.60 100.00 0.00

3/4" 19 0.0 135.60 100.00 0.00

1/2" 12.5 0.0 135.60 100.00 0.00

3/8" 9.5 0.0 135.60 100.00 0.00

#4 4.75 0.0 135.60 100.00 0.00

#10 2 0.0 135.60 100.00 0.00

#40 0.425 5.7 129.90 95.80 4.20

#200 0.075 18.6 111.30 82.08 17.92

0.3

111.0

135.6

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.2 11.8 10.8 6.3 6.2

Container I.D. RE5 TW6 YA7 JZ8 LO9

Container, g. 23.5 23.6 23.7 24.0 23.9

Dry Soil, g. 17.3 17.4 17.1 20.0 19.6



Liquid Limit: 66.2

Plastic Limit: 31.5


Remarks:

SB-FM-FTR-01-REV



Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-9)


Kind of Sample:

Sampled at:

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



53

56

59

62

65

68

71

74

77

80

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 146.70 100.00 0.00

1" 25 0.0 146.70 100.00 0.00

3/4" 19 0.0 146.70 100.00 0.00

1/2" 12.5 0.0 146.70 100.00 0.00

3/8" 9.5 0.0 146.70 100.00 0.00

#4 4.75 0.0 146.70 100.00 0.00

#10 2 0.0 146.70 100.00 0.00

#40 0.425 7.5 139.20 94.89 5.11

#200 0.075 19.8 119.40 81.39 18.61

0.3

119.1

146.7

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.0 11.1 10.1 6.2 6.4

Container I.D. RE5 TW6 YA7 UQ8 IK2

Container, g. 24.0 24.0 24.0 24.0 24.0

Dry Soil, g. 16.8 16.5 16.2 19.5 20.1



Liquid Limit: 66.2

Plastic Limit: 31.8


Remarks:

SB-FM-FTR-01-REV


Sampled at:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-10)


Kind of Sample:

Tested by:



WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL


Spec's. Item No. :


Fineness Modulus :

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 149.40 100.00 0.00

1" 25 0.0 149.40 100.00 0.00

3/4" 19 0.0 149.40 100.00 0.00

1/2" 12.5 0.0 149.40 100.00 0.00

3/8" 9.5 0.0 149.40 100.00 0.00

#4 4.75 0.0 149.40 100.00 0.00

#10 2 0.0 149.40 100.00 0.00

#40 0.425 3.7 145.70 97.52 2.48

#200 0.075 13.4 132.30 88.55 11.45

0.3

132.0

149.4

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.6 11.3 11.1 6.1 6.2

Container I.D. YS6 UW7 IA8 OQ9 PL1

Container, g. 23.6 23.7 23.8 24.0 23.9

Dry Soil, g. 16.6 17.4 18.1 19.6 20.0



Liquid Limit: 63.7

Plastic Limit: 31.1


Remarks:

SB-FM-FTR-01-REV



Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-11)


Kind of Sample:

Sampled at:

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

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 5.7 140.50 96.10 3.90

#200 0.075 18.4 122.10 83.52 16.48

0.3

121.8

146.2

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.9 11.0 10.2 7.0 7.0

Container I.D. ZX6 YA7 UE8 IW3 LO1

Container, g. 23.9 23.8 23.7 24.0 23.9

Dry Soil, g. 17.0 16.8 16.4 22.0 21.9



Liquid Limit: 64.7

Plastic Limit: 31.8


Remarks:

SB-FM-FTR-01-REV


Sampled at:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-12)


Kind of Sample:

Tested by:



WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL


Spec's. Item No. :


Fineness Modulus :

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 128.50 100.00 0.00

1" 25 0.0 128.50 100.00 0.00

3/4" 19 0.0 128.50 100.00 0.00

1/2" 12.5 0.0 128.50 100.00 0.00

3/8" 9.5 0.0 128.50 100.00 0.00

#4 4.75 0.0 128.50 100.00 0.00

#10 2 0.0 128.50 100.00 0.00

#40 0.425 5.8 122.70 95.49 4.51

#200 0.075 13.2 109.50 85.21 14.79

0.1

109.4

128.5

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.0 11.0 10.1 6.9 6.9

Container I.D. RE5 TG6 YW7 UQ8 IK2

Container, g. 23.9 23.8 23.7 24.0 23.9

Dry Soil, g. 16.9 16.8 16.6 22.1 22.0



Liquid Limit: 63.7

Plastic Limit: 31.2


Remarks:

SB-FM-FTR-01-REV



Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-13)


Kind of Sample:

Sampled at:

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:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 136.70 100.00 0.00

1" 25 0.0 136.70 100.00 0.00

3/4" 19 0.0 136.70 100.00 0.00

1/2" 12.5 0.0 136.70 100.00 0.00

3/8" 9.5 0.0 136.70 100.00 0.00

#4 4.75 0.0 136.70 100.00 0.00

#10 2 0.0 136.70 100.00 0.00

#40 0.425 8.6 128.10 93.71 6.29

#200 0.075 13.7 114.40 83.69 16.31

0.1

114.3

136.7

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.8 10.8 10.0 6.2 6.5

Container I.D. WE5 TQ6 YH1 UA8 KL2

Container, g. 23.6 23.8 23.4 23.5 23.2

Dry Soil, g. 17.4 17.0 16.9 20.0 20.8



Liquid Limit: 62.8

Plastic Limit: 31.0


Remarks:

SB-FM-FTR-01-REV


Sampled at:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-14)


Kind of Sample:

Tested by:



WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL


Spec's. Item No. :


Fineness Modulus :

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:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 239.40 100.00 0.00

1" 25 0.0 239.40 100.00 0.00

3/4" 19 0.0 239.40 100.00 0.00

1/2" 12.5 0.0 239.40 100.00 0.00

3/8" 9.5 0.0 239.40 100.00 0.00

#4 4.75 0.0 239.40 100.00 0.00

#10 2 5.8 233.60 97.58 2.42

#40 0.425 36.9 196.70 82.16 17.84

#200 0.075 137.6 59.10 24.69 75.31

0.3

58.8

239.4

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

Plasticity Index: -

Remarks:

SB-FM-FTR-01-REV



Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL



Soil Description:Silty SAND

SMGroup Symbols:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-15)


Kind of Sample:

Sampled at:

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



56

59

62

65

68

71

74

77

80

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 229.80 100.00 0.00

1" 25 0.0 229.80 100.00 0.00

3/4" 19 0.0 229.80 100.00 0.00

1/2" 12.5 0.0 229.80 100.00 0.00

3/8" 9.5 0.0 229.80 100.00 0.00

#4 4.75 0.0 229.80 100.00 0.00

#10 2 7.4 222.40 96.78 3.22

#40 0.425 38.6 183.80 79.98 20.02

#200 0.075 151.2 32.60 14.19 85.81

0.3

32.3

229.8

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

SB-FM-FTR-01-REV


Sampled at:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-16)


Kind of Sample:

Tested by:



WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL


Spec's. Item No. :


Fineness Modulus :

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:


Certified By:



10/31/19-11/5/19

DATE DRILLED

TCT 11/13/2019

OFFICE DATE RECEIVE

TCT 11/13/19-11/16/19

OFFICE DATE TEST




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 245.80 100.00 0.00

1" 25 0.0 245.80 100.00 0.00

3/4" 19 0.0 245.80 100.00 0.00

1/2" 12.5 0.0 245.80 100.00 0.00

3/8" 9.5 0.0 245.80 100.00 0.00

#4 4.75 0.0 245.80 100.00 0.00

#10 2 7.4 238.40 96.99 3.01

#40 0.425 38.6 199.80 81.29 18.71

#200 0.075 151.2 48.60 19.77 80.23

0.3

48.3

245.8

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

SB-FM-FTR-01-REV



Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-17)


Kind of Sample:

Sampled at:

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:



PROJECT:

Location:

Client

REHABILITATION IMPROVEMENT OF

ERODED PAMPANGA RIVER BANK


DPWH REGION 3

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

rehabilitation improvement of eroded pampanga river …

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