PROPOSED BRIDGE 3

GEOTECHNICAL INVESTIGATION

TERMS Concrete & Materials

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

Tel # 6559785 / 470-5412

FINAL REPORT

ON

" PROPOSED BRIDGE 3 "

Sta. 1+940 TO 2+680 Lubao Sto Tomas By Passec 1 Brgy.

Balangkas Sto Tomas 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. 5-6

A. Liquefaction and Seismic Design Criteria 5

B. Bored Pile Foundation 5-6

LIMITATIONS 6

Appendices

Final Boring Log

Laboratory Test Results

Drilling Photos

Bussiness Permit and License

Geotechnical Engineer's P. T. R.

FINAL REPORT

GEOTECHNICAL INVESTIGATION

" PROPOSED BRIDGE 3 "

Sta. 1+940 TO 2+680 Libao Sto Tomas By Passec 1 Brgy. Balangkas Sto Tomas Pampanga.

TABLE OF CONTENTS

EVALUATION and RECOMMENDATION FOR FOUNDATION SCHEME

Appendix D

Section

Appendix E

ATTACHMENTS

Appendix A

Appendix B

Appendix C

1

FINAL GEOTECHNICAL EVALUATION REPORT

for the

Bridge #3 Passec 1 Bgry. Balangkas sto.

Tomas Pampanga I INTRODUCTION Terms Concrete Testing was engaged to undertake the soil investigation of the site location of the proposed Bridge #3 The field work, undertaken September 27, 2019 to October 18, 2017, consisted of drilling boreholes which was performed with Standard Penetration Tests (SPT) for soil-type materials and coring procedure for rock-type procedure. Two boreholes were drilled up to a depth of 39m, soil sampling was undertaken from almost every 1.5m depth for each borehole. The retrieved samples were taken to the soil laboratory for further tests which include the following:

1. Classification of Soils (USCS) for Engineering Purposes ASTM D-2487

2. Particle Size Analysis of Soils ASTM D-422

3. Determination of Moisture Content of Soil ASTM D-2216 4. Liquid & Plastic Limit of Soils ASTM D-4318

5. Unconfined Compression Test for Intact Rock Sample This report presents the evaluation on the geotechnical conditions resulting from the tests conducted and strength parameters (skin friction and end bearing) to come up with the prevailing pile capacity per borehole location.

2

II FIELD INVESTIGATION

The field investigation consisted of drilling boreholes with Standard Penetration Test for all 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.

3

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:

Total core recovery (TCR)

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

4

�� =��

�� 100%

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:

�� =�� 100

�� 100%

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

5

IV. RESULTS OF FIELD AND LABORATORY TESTING

The result of the borehole drilling is presented / summarized on the table below; GW -12.0m BHS-1,2

Depth,m USCS Classification Remarks

(Relative Condition / Consistency)

0.0-7.0 SM Medium Dense

7.0-19.0/20.0 SM Very Loose-Medium Dense

20.0-25.0/26.0 CH Very Stiff-Hard

26.0-39.0 SM Very Loose-Dense

V. EVALUATION and RECOMMENDATION FOR FOUNDATION

SCHEME A. Liquefaction and Seismic Design Criteria The following are the ground condition criteria in considering the liquefaction potential: • SPT N-value is less than 10 • Soil particle diameter at 50% passing is between 0.02mm and 2.0mm • Saturated soil material • Non-plastic (cohesionless) • IL (Liquidity Index) > 0 As such, the site has liquefaction potential in the saturated sandy layers during major earthquake. B. Bored Pile Foundation Expecting large dead & live loads on to be passed on to the bridge piers and abutment and considering overturning and lateral loads to be imposed on the foundation, a bored pile/ pile cap structure is recommended for the bridge structure. This method is deemed adequate to transfer the large vertical forces to the lower competent strata, and to resist large bending forces from the bridge structure.

6

For the design of bored piles, the following ultimate design parameters could be employed based on the worse borehole:

Depth, m Skin Friction kPa

0-1.0 -

1.0-7.0 60

7.0-16.0 0

16.0-19.0 60

19.0-25.0 70

25.0-32.0 80

32.0-39.0 0

[email protected] and beyond = 500kPa

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 Engineer PRC CE Reg. 59571

7

VI APPENDIX Calculation of Pile Vertical Capacity Pile Capacity = Frictional Shaft Resistance + End-Bearing Resistance

= ∑ πØ(SFn*Ln) + �∅�

�∗EB

Where : Ø = pile diameter SFn = skin friction at a particular soil layer Ln = length of a particular soil layer EB = end bearing Allowable Pile Capacity = Ultimate Capacity/Factor of Safety Factor of Safety = at least 2.0 Hereunder isa graph showing the allowable pile capacities for varying diameter in meter at different depths for the boreholes:

8

Allowable Axial Bearing Capacity (FS=2.0)

Due to the very weak layer from depth of around 32m to 39m and the absence of data beyond, we recommend herewith design capacity of bored pile of only up to 32m in length.

0

1000

2000

3000

4000

5000

6000

7000

8000

9000

10000

26 27 28 29 30 31 32

Pil

e C

ap

aci

ty (

kN

)

Pile Length (m)

1

1.2

1.5

1.8

BOREHOLE LOCATION PLANDRAWN NOT TO SCALE

CONTROL NUMBER

DRILLED BY

WEATHER

ENCODED BY

0.00

#4 100.00 LL= -

#10 97.26 PL= NP

#40 81.25 PI= -

1.50 1.50 SPT 0.35 SS-1 - 7 7 10 17 #200 18.77

#4 100.00 LL= -

#10 97.19 PL= NP

#40 84.90 PI= -

3.00 3.00 SPT 0.35 SS-2 - 7 9 11 20 #200 26.64

#4 100.00 LL= -

#10 96.96 PL= NP

#40 84.77 PI= -

4.50 4.50 SPT 0.35 SS-3 - 9 8 11 19 #200 25.32

#4 100.00 LL= -

#10 97.36 PL= NP

#40 85.68 PI= -

6.00 6.00 SPT 0.35 SS-4 - 10 10 11 21 #200 33.57

#4 100.00 LL= -

#10 97.18 PL= NP

#40 84.99 PI= -

7.50 7.50 SPT 0.35 SS-5 - 12 11 13 24 #200 30.99

#4 100.00 LL= -

#10 96.08 PL= NP

#40 85.68 PI= -

9.00 9.00 SPT NO REC. SS-6 - #200 30.14

#4 100.00 LL= -

#10 97.61 PL= NP

#40 84.31 PI= -

10.50 10.50 SPT NO REC. SS-7 - #200 32.14

#4 100.00 LL= -

#10 97.56 PL= NP

#40 84.73 PI= -

12.00 12.00 SPT NO REC. SS-8 - #200 30.94

#4 100.00 LL= -

#10 96.77 PL= NP

#40 84.34 PI= -

13.50 13.50 SPT NO REC. SS-9 - #200 27.21

#4 100.00 LL= -

#10 96.63 PL= NP

#40 83.61 PI= -

16.00 16.00 SPT NO REC. SS-10 - #200 27.90

#4 100.00 LL= -

#10 98.25 PL= NP

#40 83.14 PI= -

16.50 16.50 SPT 0.35 SS-11 - 12 12 15 27 #200 31.62

#4 100.00 LL= -

#10 96.39 PL= NP

#40 86.32 PI= -

18.00 18.00 SPT 0.35 SS-12 - 11 11 12 23 #200 33.97

#4 100.00 LL= 63.70

#10 100.00 PL= 31.67

#40 97.35 PI= 32.03

19.50 19.50 SPT 0.35 SS-13 - 13 12 12 24 #200 83.73

#4 100.00 LL= 65.70

#10 100.00 PL= 31.17

#40 94.49 PI= 34.53

21.00 21.00 SPT 0.35 SS-14 - 10 13 13 26 #200 86.36-

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

WASH

BORING

7.05WASH

BORING

8.55WASH

BORING

WASH

BORING

5.55WASH

BORING

4.05

FINAL DEPTH

GROUND WATER LEVEL

SOIL DESCRIPTIONSPT BLOWS

PER 15 CM

SAMPLING

DEPTH

TYPE OF

SAMPLING

N.

VALUE

RQD

(%)

N - VALUE (GRAPHICAL)SAMPLE

N0.

BOREHOLE NO. BH-1

DEPTH

12.00m

39.00m

1.05WASH

BORING

REC.

(m)

2.55

10.05

11.55

WASH

BORING

WASH

BORING

WASH

BORING

16.05

13.05

WASH

BORING

14.55WASH

BORING

Medium dense, brown silty

SAND fine grained, non

plastic.

17.55WASH

BORING

19.05

CORING

20.55

LEGENDS, SYMBOLS, AND

RANGE OF VALUES

WASH

BORING

STANDARD

PENETRATION

TEST

Very stiff, gray silty CLAY of

high plasticity.

UNDISTURBED

SAMPLING

WASH

BORING

SMVery loose, brown silty


plastic.

SM

SM



plastic.



plastic.SM

Very loose, brown silty


plastic.

SM

SM

PROJECT LOCATION Sta. 1+940 TO 2+680 Libao Sto Tomas By Passec 1 Brgy. Balangkas Sto Tomas Pampanga.


Testing Laboratory Inc.

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

FINAL BORING LOG

CLIENT

PROJECT NAME

DPWH REGION 3

PROPOSED BRIDGE 3



plastic.

Juvel Militante



plastic.



plastic.



plastic.



plastic.

ATTERBERG

SUNNY DAY

J.B Losbañes

CLASSIFICATION

UNIFIED

SM

SM

SM

SM

CH



plastic.



plastic.

HAMMER WEIGHT



plastic.

SM

HAMMER WEIGHT

GRADING

% PASSING

SM

SM

HAMMER WEIGHT

HAMMER WEIGHT

HAMMER WEIGHT

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

WEATHER

ENCODED BY

#4 100.00 LL= 64.80

#10 100.00 PL= 31.72

#40 94.61 PI= 33.08

22.50 22.50 SPT 0.35 SS-15 - 11 14 15 29 #200 84.66

#4 100.00 LL= 63.80

#10 100.00 PL= 31.69

#40 95.84 PI= 32.11

24.00 24.00 SPT 0.35 SS-16 - 12 15 17 32 #200 84.54

#4 100.00 LL= 62.60

#10 100.00 PL= 30.23

#40 96.11 PI= 32.37

25.50 25.50 SPT 0.35 SS-17 - 11 16 19 35 #200 85.70

#4 100.00 LL= -

#10 97.55 PL= NP

#40 82.04 PI= -

27.00 27.00 SPT 0.35 SS-18 - 13 13 22 35 #200 17.66

#4 100.00 LL= -

#10 96.88 PL= NP

#40 83.59 PI= -

28.50 28.50 SPT 0.35 SS-19 - 16 20 20 40 #200 30.90

#4 100.00 LL= -

#10 98.17 PL= NP

#40 85.25 PI= -

30.00 30.00 SPT 0.35 SS-20 - 17 22 23 45 #200 22.67

#4 100.00 LL= -

#10 98.46 PL= NP

#40 85.21 PI= -

31.50 31.50 SPT 0.35 SS-21 - 20 23 25 48 #200 33.14

#4 100.00 LL= -

#10 97.73 PL= NP

#40 84.00 PI= -

33.00 33.00 SPT NO REC SS-22 - #200 28.98

#4 100.00 LL= -

#10 98.14 PL= NP

#40 82.54 PI= -

34.50 34.50 SPT NO REC SS-23 - #200 30.23

#4 100.00 LL= -

#10 97.68 PL= NP

#40 81.64 PI= -

36.00 36.00 SPT NO REC SS-24 - #200 30.42

#4 100.00 LL= -

#10 97.52 PL= NP

#40 82.99 PI= -

37.50 37.50 SPT NO REC SS-25 - #200 25.89

#4 100.00 LL= -

#10 98.11 PL= NP

#40 82.62 PI= -

39.00 39.00 SPT NO REC SS-26 - #200 30.29

-COHESIVE SOILS COHENSIONLESS SOILS








WASH

BORING

38.66WASH

BORING

WASH

BORING

WASH

BORING

WASH

BORING

WASH

BORING

DEPTHREC.

(m)

FINAL DEPTH

CLIENT


GROUND WATER LEVEL


BH-1


PROJECT NAME

FINAL BORING LOG

PROJECT LOCATION

Hard, gray silty CLAY of

high plasticity.

N - VALUE (GRAPHICAL)


high plasticity.

RQD

(%)

N.

VALUE

SPT BLOWS

PER 15 CM

Dense, brown silty SAND

fine grained, non plastic.

SAMPLING

DEPTH

22.05

25.05

23.55

28.05WASH

BORING

26.55

HAMMER WEIGHT



12.00m


BOREHOLE NO.

PROPOSED BRIDGE 3 Juvel Militante

CH

SAMPLE

N0.SOIL DESCRIPTION

39.00m

TYPE OF

SAMPLING

J.B Losbañes

SUNNY DAY

DPWH REGION 3

SM


RANGE OF VALUES

STANDARD

PENETRATION

TEST

UNDISTURBED

SAMPLINGCORING



GRADING

ATTERBERGCLASSIFICATION

UNIFIED% PASSING

CH


high plasticity.

SM

SM

SM

CH

SM

WASH

BORING

SM

29.55

32.55WASH

BORING

31.05



plastic.



HAMMER WEIGHT

WASH

BORING



plastic.HAMMER WEIGHT

HAMMER WEIGHT

SM

35.55WASH

BORING

34.05



plastic.



plastic.

SM

37.05WASH

BORING

HAMMER WEIGHT

End of Borehole.



plastic.SM

0 20 40 60 80 100


Encoded By:


Certified By:

M. CUNAHAP

Laboratory Head

BH-1

CONTROL NUMBER

DRILLED BY

WEATHER

ENCODED BY

0.00

#4 100.00 LL= -

#10 97.16 PL= NP

#40 83.99 PI= -

1.50 1.50 SPT 0.35 SS-1 - 5 6 8 14 #200 31.11

#4 100.00 LL= -

#10 96.54 PL= NP

#40 83.30 PI= -

3.00 3.00 SPT 0.35 SS-2 - 6 6 9 15 #200 32.72

#4 100.00 LL= -

#10 96.72 PL= NP

#40 84.21 PI= -

4.50 4.50 SPT 0.35 SS-3 - 6 8 10 18 #200 31.76

#4 100.00 LL= -

#10 99.04 PL= NP

#40 84.05 PI= -

6.00 6.00 SPT 0.35 SS-4 - 7 7 10 17 #200 23.68

#4 100.00 LL= -

#10 98.85 PL= NP

#40 86.60 PI= -

7.50 7.50 SPT 0.35 SS-5 - 8 8 9 17 #200 34.42

#4 100.00 LL= -

#10 98.06 PL= NP

#40 85.59 PI= -

9.00 9.00 SPT 0.35 SS-6 - 9 10 12 22 #200 28.61

#4 100.00 LL= -

#10 99.11 PL= NP

#40 86.73 PI= -

10.50 10.50 SPT 0.35 SS-7 - 10 11 13 24 #200 31.31

#4 100.00 LL= -

#10 99.13 PL= NP

#40 84.65 PI= -

12.00 12.00 SPT NO REC. SS-8 - #200 27.20

#4 100.00 LL= -

#10 98.70 PL= NP

#40 86.00 PI= -

13.50 13.50 SPT NO REC. SS-9 - #200 31.89

#4 100.00 LL= -

#10 98.54 PL= NP

#40 85.63 PI= -

16.00 16.00 SPT NO REC. SS-10 - #200 26.66

#4 100.00 LL= -

#10 97.58 PL= NP

#40 85.50 PI= -

16.50 16.50 SPT 0.35 SS-11 - 12 12 14 26 #200 31.24

#4 100.00 LL= -

#10 98.52 PL= NP

#40 86.32 PI= -

18.00 18.00 SPT 0.35 SS-12 - 11 10 16 26 #200 33.34

#4 100.00 LL= 67.50

#10 100.00 PL= 31.71

#40 95.47 PI= 35.79

19.50 19.50 SPT 0.35 SS-13 - 11 11 12 23 #200 85.45

#4 100.00 LL= 64.80

#10 100.00 PL= 31.28

#40 93.80 PI= 33.52

21.00 21.00 SPT 0.35 SS-14 - 12 13 16 29 #200 80.88-

COHESIVE SOILS COHENSIONLESS SOILS








7.05WASH

BORING

8.55WASH

BORING

5.55WASH

BORING

4.05WASH

BORING

FINAL DEPTH

GROUND WATER LEVEL

SOIL DESCRIPTIONSPT BLOWS

PER 15 CM

SAMPLING

DEPTH

TYPE OF

SAMPLING

N.

VALUE

RQD

(%)

N - VALUE (GRAPHICAL)SAMPLE

N0.

BOREHOLE NO. BH-2

DEPTH

12.00m

39.00m

1.05WASH

BORING

REC.

(m)

2.55WASH

BORING

11.55

WASH

BORING

WASH

BORING

10.05

WASH

BORING

16.05

13.05

WASH

BORING

14.55WASH

BORING



plastic.

STANDARD

PENETRATION

TEST

17.55WASH

BORING

19.05

CORING

20.55


RANGE OF VALUES

WASH

BORING


high plasticity.

UNDISTURBED

SAMPLING

WASH

BORING



plastic.



plastic.SM



plastic.



plastic.

SM

PROJECT LOCATION Sta. 1+940 TO 2+680 Libao Sto Tomas By Passec 1 Brgy. Balangkas Sto Tomas Pampanga.




FINAL BORING LOG

CLIENT

PROJECT NAME

DPWH REGION 3

BRIDGE #3 Juvel Militante



plastic.



plastic.



plastic.

ATTERBERG

SUNNY DAY

SM

J.B Losbañes

SM

SM

CH



plastic.

SMVery loose, brown silty


plastic.

SM



plastic.



plastic.



plastic.

SM

SM

SM

SM

GRADING

% PASSING

SM

SM

CLASSIFICATION

UNIFIED

HAMMER WEIGHT

HAMMER WEIGHT

HAMMER WEIGHT

0 20 40 60 80 100


Encoded By:


Certified By:

M. CUNAHAP

Laboratory Head

BH-2

CONTROL NUMBER

DRILLED BY

WEATHER

ENCODED BY

#4 100.00 LL= 62.80

#10 100.00 PL= 30.46

#40 95.92 PI= 32.34

22.50 22.50 SPT 0.35 SS-15 - 13 13 13 26 #200 85.72

#4 100.00 LL= 62.90

#10 100.00 PL= 30.84

#40 97.26 PI= 32.06

24.00 24.00 SPT 0.35 SS-16 - 14 15 17 32 #200 86.23

#4 100.00 LL= 64.90

#10 100.00 PL= 31.80

#40 94.04 PI= 33.10

25.50 25.50 SPT 0.35 SS-17 - 14 16 17 33 #200 82.34

#4 100.00 LL= -

#10 97.00 PL= NP

#40 84.13 PI= -

27.00 27.00 SPT 0.35 SS-18 - 15 16 18 34 #200 22.56

#4 100.00 LL= -

#10 97.71 PL= NP

#40 83.80 PI= -

28.50 28.50 SPT 0.35 SS-19 - 16 16 20 36 #200 33.75

#4 100.00 LL= -

#10 98.02 PL= NP

#40 83.93 PI= -

30.00 30.00 SPT NO REC SS-20 - #200 16.97

#4 100.00 LL= -

#10 98.25 PL= NP

#40 84.57 PI= -

31.50 31.50 SPT NO REC SS-21 - #200 23.63

#4 100.00 LL= -

#10 99.10 PL= NP

#40 85.44 PI= -

33.00 33.00 SPT NO REC SS-22 - #200 27.83

#4 100.00 LL= -

#10 96.98 PL= NP

#40 84.12 PI= -

34.50 34.50 SPT NO REC SS-23 - #200 22.62

#4 100.00 LL= -

#10 99.00 PL= NP

#40 83.28 PI= -

36.00 36.00 SPT NO REC SS-24 - #200 21.83

#4 100.00 LL= -

#10 98.61 PL= NP

#40 85.15 PI= -

37.50 37.50 SPT NO REC SS-25 - #200 27.61

#4 100.00 LL= -

#10 99.30 PL= NP

#40 85.46 PI= -

39.00 39.00 SPT NO REC SS-26 - #200 28.64

-COHESIVE SOILS COHENSIONLESS SOILS








WASH

BORING

SM38.66

WASH

BORING

HAMMER WEIGHT



WASH

BORING

WASH

BORING

WASH

BORING

DEPTHREC.

(m)

TYPE OF

SAMPLING

39.00mFINAL DEPTH

CLIENT


GROUND WATER LEVEL


BH-2


PROJECT NAME

FINAL BORING LOG

PROJECT LOCATION


high plasticity.

N - VALUE (GRAPHICAL)


high plasticity.

SOIL DESCRIPTIONRQD

(%)

N.

VALUE

SPT BLOWS

PER 15 CM

SAMPLING

DEPTH

22.05

25.05

23.55

SAMPLE

N0.

28.05WASH

BORING

26.55

29.55WASH

BORING





plastic.

DPWH REGION 3


high plasticity.

12.00m


BOREHOLE NO.

BRIDGE #3 Juvel Militante

CH

CH

J.B Losbañes

SUNNY DAY

SM

SM


RANGE OF VALUES

STANDARD

PENETRATION

TEST

UNDISTURBED

SAMPLINGCORING

SM

32.55

GRADING

ATTERBERGCLASSIFICATION

UNIFIED% PASSING

CH

WASH

BORING



plastic.

31.05WASH

BORING

SM

SM



plastic.HAMMER WEIGHT



plastic.

HAMMER WEIGHT

HAMMER WEIGHT

SM

35.55WASH

BORING

34.05WASH

BORING



plastic.



plastic.

SM

37.05WASH

BORINGSM

HAMMER WEIGHT

End of Borehole.



plastic.

HAMMER WEIGHT

HAMMER WEIGHT

0 20 40 60 80 100


Encoded By:


Certified By:

M. CUNAHAP

Laboratory Head

BH-2

TCT

OFFICE

TCT

OFFICE

Original Wt., gms: 287.5

Oven Dry Wt., gms: 246.8

Wash O.D. Wt., gms: 200.8

INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 246.80 100.00 0.00

1" 25 0.0 246.80 100.00 0.00

3/4" 19 0.0 246.80 100.00 0.00

1/2" 12.5 0.0 246.80 100.00 0.00

3/8" 9.5 0.0 246.80 100.00 0.00

#4 4.75 0.0 246.80 100.00 0.00

#10 2 6.8 240.03 97.26 2.74

#40 0.425 39.5 200.52 81.25 18.75

#200 0.075 154.2 46.32 18.77 81.23

0.3

46.0

246.8

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:



TEST REPORT FOR SIEVE ANALYSIS

ASTM D - 422

Jobsite

Soil (BH-1 : SS-1)

BRIDGE #3 Name of Project:

Kind of Sample:

Sampled at:

Sampled by:

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

J. Militante / Driller

Tested by:

PAN

16.49%

WASH LOSS

Fineness Modulus :

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

Soil Description:Silty SAND

SMGroup Symbols:

DETERM. NO.

WEIGHT

RETAINED

gms

CUMULATIVE

LIQUID LIMIT

Spec's. Item No. :

Nat. Moisture Content, % :

SIEVE SIZE

PLASTIC LIMIT

TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT

ASTM D 4318 - 05

TOTAL

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


40

43

46

49

52

55

58

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

TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 259.50 100.00 0.00

1" 25 0.0 259.50 100.00 0.00

3/4" 19 0.0 259.50 100.00 0.00

1/2" 12.5 0.0 259.50 100.00 0.00

3/8" 9.5 0.0 259.50 100.00 0.00

#4 4.75 0.0 259.50 100.00 0.00

#10 2 7.3 252.22 97.19 2.81

#40 0.425 31.9 220.32 84.90 15.10

#200 0.075 151.2 69.12 26.64 73.36

0.3

68.8

259.5

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :

Nat. Moisture Content, % : 14.68%

Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL

LIQUID LIMIT PLASTIC LIMIT



SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:

Sampled by: J. Militante / Driller

ASTM D - 422

Jobsite

Soil (BH-1 : SS-2)


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



37

40

43

46

49

52

55

58

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 256.70 100.00 0.00

1" 25 0.0 256.70 100.00 0.00

3/4" 19 0.0 256.70 100.00 0.00

1/2" 12.5 0.0 256.70 100.00 0.00

3/8" 9.5 0.0 256.70 100.00 0.00

#4 4.75 0.0 256.70 100.00 0.00

#10 2 7.8 248.90 96.96 3.04

#40 0.425 31.3 217.60 84.77 15.23

#200 0.075 152.6 65.00 25.32 74.68

0.3

64.7

256.7

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-3)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



36

39

42

45

48

51

54

57

60

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 254.10 100.00 0.00

1" 25 0.0 254.10 100.00 0.00

3/4" 19 0.0 254.10 100.00 0.00

1/2" 12.5 0.0 254.10 100.00 0.00

3/8" 9.5 0.0 254.10 100.00 0.00

#4 4.75 0.0 254.10 100.00 0.00

#10 2 6.7 247.40 97.36 2.64

#40 0.425 29.7 217.71 85.68 14.32

#200 0.075 132.4 85.31 33.57 66.43

0.3

85.0

254.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-4)


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



17

20

23

26

29

32

35

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 269.10 100.00 0.00

1" 25 0.0 269.10 100.00 0.00

3/4" 19 0.0 269.10 100.00 0.00

1/2" 12.5 0.0 269.10 100.00 0.00

3/8" 9.5 0.0 269.10 100.00 0.00

#4 4.75 0.0 269.10 100.00 0.00

#10 2 7.6 261.50 97.18 2.82

#40 0.425 32.8 228.70 84.99 15.01

#200 0.075 145.3 83.40 30.99 69.01

0.3

83.1

269.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-5)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



17

20

23

26

29

32

35

38

41

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 264.10 100.00 0.00

1" 25 0.0 264.10 100.00 0.00

3/4" 19 0.0 264.10 100.00 0.00

1/2" 12.5 0.0 264.10 100.00 0.00

3/8" 9.5 0.0 264.10 100.00 0.00

#4 4.75 0.0 264.10 100.00 0.00

#10 2 10.4 253.74 96.08 3.92

#40 0.425 27.5 226.29 85.68 14.32

#200 0.075 146.7 79.59 30.14 69.86

0.3

79.3

264.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-6)


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



17

20

23

26

29

32

35

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 246.70 100.00 0.00

1" 25 0.0 246.70 100.00 0.00

3/4" 19 0.0 246.70 100.00 0.00

1/2" 12.5 0.0 246.70 100.00 0.00

3/8" 9.5 0.0 246.70 100.00 0.00

#4 4.75 0.0 246.70 100.00 0.00

#10 2 5.9 240.80 97.61 2.39

#40 0.425 32.8 208.00 84.31 15.69

#200 0.075 128.7 79.30 32.14 67.86

0.3

79.0

246.7

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-7)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



16

19

22

25

28

31

34

37

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 254.10 100.00 0.00

1" 25 0.0 254.10 100.00 0.00

3/4" 19 0.0 254.10 100.00 0.00

1/2" 12.5 0.0 254.10 100.00 0.00

3/8" 9.5 0.0 254.10 100.00 0.00

#4 4.75 0.0 254.10 100.00 0.00

#10 2 6.2 247.90 97.56 2.44

#40 0.425 32.6 215.31 84.73 15.27

#200 0.075 136.7 78.61 30.94 69.06

0.3

78.3

254.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-8)


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



16

19

22

25

28

31

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 269.40 100.00 0.00

1" 25 0.0 269.40 100.00 0.00

3/4" 19 0.0 269.40 100.00 0.00

1/2" 12.5 0.0 269.40 100.00 0.00

3/8" 9.5 0.0 269.40 100.00 0.00

#4 4.75 0.0 269.40 100.00 0.00

#10 2 8.7 260.70 96.77 3.23

#40 0.425 33.5 227.20 84.34 15.66

#200 0.075 153.9 73.30 27.21 72.79

0.3

73.0

269.4

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-9)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



17

20

23

26

29

32

35

38

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 258.30 100.00 0.00

1" 25 0.0 258.30 100.00 0.00

3/4" 19 0.0 258.30 100.00 0.00

1/2" 12.5 0.0 258.30 100.00 0.00

3/8" 9.5 0.0 258.30 100.00 0.00

#4 4.75 0.0 258.30 100.00 0.00

#10 2 8.7 249.60 96.63 3.37

#40 0.425 33.6 215.97 83.61 16.39

#200 0.075 143.9 72.07 27.90 72.10

0.3

71.8

258.3

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-10)


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



17

20

23

26

29

32

35

38

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 263.40 100.00 0.00

1" 25 0.0 263.40 100.00 0.00

3/4" 19 0.0 263.40 100.00 0.00

1/2" 12.5 0.0 263.40 100.00 0.00

3/8" 9.5 0.0 263.40 100.00 0.00

#4 4.75 0.0 263.40 100.00 0.00

#10 2 4.6 258.80 98.25 1.75

#40 0.425 39.8 219.00 83.14 16.86

#200 0.075 135.7 83.30 31.62 68.38

0.3

83.0

263.4

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-11)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



17

20

23

26

29

32

35

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 274.10 100.00 0.00

1" 25 0.0 274.10 100.00 0.00

3/4" 19 0.0 274.10 100.00 0.00

1/2" 12.5 0.0 274.10 100.00 0.00

3/8" 9.5 0.0 274.10 100.00 0.00

#4 4.75 0.0 274.10 100.00 0.00

#10 2 9.9 264.20 96.39 3.61

#40 0.425 27.6 236.60 86.32 13.68

#200 0.075 143.5 93.10 33.97 66.03

0.3

92.8

274.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-12)


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



16

19

22

25

28

31

34

37

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 143.20 100.00 0.00

1" 25 0.0 143.20 100.00 0.00

3/4" 19 0.0 143.20 100.00 0.00

1/2" 12.5 0.0 143.20 100.00 0.00

3/8" 9.5 0.0 143.20 100.00 0.00

#4 4.75 0.0 143.20 100.00 0.00

#10 2 0.0 143.20 100.00 0.00

#40 0.425 3.8 139.40 97.35 2.65

#200 0.075 19.5 119.90 83.73 16.27

0.3

119.6

143.2

CU=

CC=

1 2 3 1 2

Container + Wet Soil, g.49.6 50.3 51.8 52.7 52.8

Container + Dry Soil, g.38.8 39.7 41.2 45.8 45.9

Moisture Loss, g. 10.8 10.6 10.6 6.9 6.9

Container I.D. HO9 MR5 DW3 XT5 VR4

Container, g. 23.5 23.6 23.7 24.0 24.0

Dry Soil, g. 15.3 16.1 17.5 21.8 21.9

Moisture content, 70.1 65.5 60.8 31.7 31.7

Number of Blows14 21 32 Average 31.7

Liquid Limit: 63.7

Plastic Limit: 31.7

Plasticity Index: 32.0

Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-13)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :


Soil Description:Silty CLAY

CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 156.20 100.00 0.00

1" 25 0.0 156.20 100.00 0.00

3/4" 19 0.0 156.20 100.00 0.00

1/2" 12.5 0.0 156.20 100.00 0.00

3/8" 9.5 0.0 156.20 100.00 0.00

#4 4.75 0.0 156.20 100.00 0.00

#10 2 0.0 156.20 100.00 0.00

#40 0.425 8.6 147.60 94.49 5.51

#200 0.075 12.7 134.90 86.36 13.64

0.3

134.6

156.2

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.0 11.1 10.3 6.7 6.4

Container I.D. JY4 BI8 MR4 SW1 JL9

Container, g. 23.6 23.8 23.4 23.5 23.2

Dry Soil, g. 17.2 16.8 16.6 21.5 20.7



Liquid Limit: 65.7

Plastic Limit: 31.2


Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-14)


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:



TCT

OFFICE

TCT

OFFICE




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 7.9 138.80 94.61 5.39

#200 0.075 14.6 124.20 84.66 15.34

0.3

123.9

146.7

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.2 11.1 11.0 7.2 7.3

Container I.D. HJ5 NR5 CU7 KR4 DW1

Container, g. 23.4 23.5 23.6 23.8 23.4

Dry Soil, g. 15.7 17.0 18.3 22.7 23.1



Liquid Limit: 64.8

Plastic Limit: 31.7


Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-15)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



56

59

62

65

68

71

74

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




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 5.6 128.90 95.84 4.16

#200 0.075 15.2 113.70 84.54 15.46

0.1

113.6

134.5

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.3 11.0 10.7 7.2 7.0

Container I.D. JK5 NT4 DG3 FG7 DC3

Container, g. 23.3 23.4 23.9 23.5 23.7

Dry Soil, g. 16.0 16.9 18.2 22.7 22.0



Liquid Limit: 63.8

Plastic Limit: 31.7


Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-16)


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



55

58

61

64

67

70

73

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 133.60 100.00 0.00

1" 25 0.0 133.60 100.00 0.00

3/4" 19 0.0 133.60 100.00 0.00

1/2" 12.5 0.0 133.60 100.00 0.00

3/8" 9.5 0.0 133.60 100.00 0.00

#4 4.75 0.0 133.60 100.00 0.00

#10 2 0.0 133.60 100.00 0.00

#40 0.425 5.2 128.40 96.11 3.89

#200 0.075 13.9 114.50 85.70 14.30

0.0

114.5

133.6

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.5 11.0 10.7 6.9 6.7

Container I.D. HY5 NI8 MR4 DH6 JE2

Container, g. 23.3 23.6 23.4 23.8 23.7

Dry Soil, g. 16.1 16.7 18.5 22.7 22.2



Liquid Limit: 62.6

Plastic Limit: 30.2


Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-17)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



54

57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 236.70 100.00 0.00

1" 25 0.0 236.70 100.00 0.00

3/4" 19 0.0 236.70 100.00 0.00

1/2" 12.5 0.0 236.70 100.00 0.00

3/8" 9.5 0.0 236.70 100.00 0.00

#4 4.75 0.0 236.70 100.00 0.00

#10 2 5.8 230.90 97.55 2.45

#40 0.425 36.7 194.20 82.04 17.96

#200 0.075 152.4 41.80 17.66 82.34

0.3

41.5

236.7

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-18)


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



57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 243.70 100.00 0.00

1" 25 0.0 243.70 100.00 0.00

3/4" 19 0.0 243.70 100.00 0.00

1/2" 12.5 0.0 243.70 100.00 0.00

3/8" 9.5 0.0 243.70 100.00 0.00

#4 4.75 0.0 243.70 100.00 0.00

#10 2 7.6 236.10 96.88 3.12

#40 0.425 32.4 203.70 83.59 16.41

#200 0.075 128.4 75.30 30.90 69.10

0.3

75.0

243.7

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-19)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 253.10 100.00 0.00

1" 25 0.0 253.10 100.00 0.00

3/4" 19 0.0 253.10 100.00 0.00

1/2" 12.5 0.0 253.10 100.00 0.00

3/8" 9.5 0.0 253.10 100.00 0.00

#4 4.75 0.0 253.10 100.00 0.00

#10 2 4.6 248.48 98.17 1.83

#40 0.425 32.7 215.78 85.25 14.75

#200 0.075 158.4 57.38 22.67 77.33

0.3

57.1

253.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-1 : SS-20)


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



36

39

42

45

48

51

54

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 246.80 100.00 0.00

1" 25 0.0 246.80 100.00 0.00

3/4" 19 0.0 246.80 100.00 0.00

1/2" 12.5 0.0 246.80 100.00 0.00

3/8" 9.5 0.0 246.80 100.00 0.00

#4 4.75 0.0 246.80 100.00 0.00

#10 2 3.8 243.00 98.46 1.54

#40 0.425 32.7 210.30 85.21 14.79

#200 0.075 128.5 81.80 33.14 66.86

0.3

81.5

246.8

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


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-21)


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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 251.20 100.00 0.00

1" 25 0.0 251.20 100.00 0.00

3/4" 19 0.0 251.20 100.00 0.00

1/2" 12.5 0.0 251.20 100.00 0.00

3/8" 9.5 0.0 251.20 100.00 0.00

#4 4.75 0.0 251.20 100.00 0.00

#10 2 5.7 245.50 97.73 2.27

#40 0.425 34.5 211.00 84.00 16.00

#200 0.075 138.2 72.80 28.98 71.02

0.3

72.5

251.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-22)


Kind of Sample:

Sampled at:

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



55

58

61

64

67

70

73

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 253.10 100.00 0.00

1" 25 0.0 253.10 100.00 0.00

3/4" 19 0.0 253.10 100.00 0.00

1/2" 12.5 0.0 253.10 100.00 0.00

3/8" 9.5 0.0 253.10 100.00 0.00

#4 4.75 0.0 253.10 100.00 0.00

#10 2 4.7 248.40 98.14 1.86

#40 0.425 39.5 208.90 82.54 17.46

#200 0.075 132.4 76.50 30.23 69.77

0.3

76.2

253.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


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-23)


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



54

57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 245.60 100.00 0.00

1" 25 0.0 245.60 100.00 0.00

3/4" 19 0.0 245.60 100.00 0.00

1/2" 12.5 0.0 245.60 100.00 0.00

3/8" 9.5 0.0 245.60 100.00 0.00

#4 4.75 0.0 245.60 100.00 0.00

#10 2 5.7 239.90 97.68 2.32

#40 0.425 39.4 200.50 81.64 18.36

#200 0.075 125.8 74.70 30.42 69.58

0.3

74.4

245.6

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-24)


Kind of Sample:

Sampled at:

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



57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 237.50 100.00 0.00

1" 25 0.0 237.50 100.00 0.00

3/4" 19 0.0 237.50 100.00 0.00

1/2" 12.5 0.0 237.50 100.00 0.00

3/8" 9.5 0.0 237.50 100.00 0.00

#4 4.75 0.0 237.50 100.00 0.00

#10 2 5.9 231.60 97.52 2.48

#40 0.425 34.5 197.10 82.99 17.01

#200 0.075 135.6 61.50 25.89 74.11

0.3

61.2

237.5

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


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-25)


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



57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 242.10 100.00 0.00

1" 25 0.0 242.10 100.00 0.00

3/4" 19 0.0 242.10 100.00 0.00

1/2" 12.5 0.0 242.10 100.00 0.00

3/8" 9.5 0.0 242.10 100.00 0.00

#4 4.75 0.0 242.10 100.00 0.00

#10 2 4.6 237.52 98.11 1.89

#40 0.425 37.5 200.02 82.62 17.38

#200 0.075 126.7 73.32 30.29 69.71

0.3

73.0

242.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:




ASTM D - 422

Jobsite

Soil (BH-1 : SS-26)


Kind of Sample:

Sampled at:

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



36

39

42

45

48

51

54

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 264.20 100.00 0.00

1" 25 0.0 264.20 100.00 0.00

3/4" 19 0.0 264.20 100.00 0.00

1/2" 12.5 0.0 264.20 100.00 0.00

3/8" 9.5 0.0 264.20 100.00 0.00

#4 4.75 0.0 264.20 100.00 0.00

#10 2 7.5 256.70 97.16 2.84

#40 0.425 34.8 221.90 83.99 16.01

#200 0.075 139.7 82.20 31.11 68.89

0.3

81.9

264.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:




ASTM D - 422

Jobsite

Soil (BH-2 : SS-1)


Kind of Sample:

Sampled at:

Sampled by:



Tested by:

PAN

13.44%

WASH LOSS

Fineness Modulus :



SMGroup Symbols:

DETERM. NO.

WEIGHT

RETAINED

gms

CUMULATIVE

LIQUID LIMIT

Spec's. Item No. :

Nat. Moisture Content, % :

SIEVE SIZE

PLASTIC LIMIT


ASTM D 4318 - 05

TOTAL

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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 248.50 100.00 0.00

1" 25 0.0 248.50 100.00 0.00

3/4" 19 0.0 248.50 100.00 0.00

1/2" 12.5 0.0 248.50 100.00 0.00

3/8" 9.5 0.0 248.50 100.00 0.00

#4 4.75 0.0 248.50 100.00 0.00

#10 2 8.6 239.90 96.54 3.46

#40 0.425 32.9 207.00 83.30 16.70

#200 0.075 125.7 81.30 32.72 67.28

0.3

81.0

248.5

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-2)


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



37

40

43

46

49

52

55

58

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 259.10 100.00 0.00

1" 25 0.0 259.10 100.00 0.00

3/4" 19 0.0 259.10 100.00 0.00

1/2" 12.5 0.0 259.10 100.00 0.00

3/8" 9.5 0.0 259.10 100.00 0.00

#4 4.75 0.0 259.10 100.00 0.00

#10 2 8.5 250.60 96.72 3.28

#40 0.425 32.4 218.20 84.21 15.79

#200 0.075 135.9 82.30 31.76 68.24

0.3

82.0

259.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-3)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



36

39

42

45

48

51

54

57

60

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 264.20 100.00 0.00

1" 25 0.0 264.20 100.00 0.00

3/4" 19 0.0 264.20 100.00 0.00

1/2" 12.5 0.0 264.20 100.00 0.00

3/8" 9.5 0.0 264.20 100.00 0.00

#4 4.75 0.0 264.20 100.00 0.00

#10 2 2.5 261.66 99.04 0.96

#40 0.425 39.6 222.06 84.05 15.95

#200 0.075 159.5 62.56 23.68 76.32

0.3

62.3

264.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-4)


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



17

20

23

26

29

32

35

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 257.20 100.00 0.00

1" 25 0.0 257.20 100.00 0.00

3/4" 19 0.0 257.20 100.00 0.00

1/2" 12.5 0.0 257.20 100.00 0.00

3/8" 9.5 0.0 257.20 100.00 0.00

#4 4.75 0.0 257.20 100.00 0.00

#10 2 3.0 254.25 98.85 1.15

#40 0.425 31.5 222.74 86.60 13.40

#200 0.075 134.2 88.54 34.42 65.58

0.3

88.2

257.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-5)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



17

20

23

26

29

32

35

38

41

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 253.10 100.00 0.00

1" 25 0.0 253.10 100.00 0.00

3/4" 19 0.0 253.10 100.00 0.00

1/2" 12.5 0.0 253.10 100.00 0.00

3/8" 9.5 0.0 253.10 100.00 0.00

#4 4.75 0.0 253.10 100.00 0.00

#10 2 4.9 248.20 98.06 1.94

#40 0.425 31.6 216.62 85.59 14.41

#200 0.075 144.2 72.42 28.61 71.39

0.3

72.1

253.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-6)


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



17

20

23

26

29

32

35

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 257.50 100.00 0.00

1" 25 0.0 257.50 100.00 0.00

3/4" 19 0.0 257.50 100.00 0.00

1/2" 12.5 0.0 257.50 100.00 0.00

3/8" 9.5 0.0 257.50 100.00 0.00

#4 4.75 0.0 257.50 100.00 0.00

#10 2 2.3 255.21 99.11 0.89

#40 0.425 31.9 223.32 86.73 13.27

#200 0.075 142.7 80.62 31.31 68.69

0.3

80.3

257.5

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-7)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



16

19

22

25

28

31

34

37

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 267.20 100.00 0.00

1" 25 0.0 267.20 100.00 0.00

3/4" 19 0.0 267.20 100.00 0.00

1/2" 12.5 0.0 267.20 100.00 0.00

3/8" 9.5 0.0 267.20 100.00 0.00

#4 4.75 0.0 267.20 100.00 0.00

#10 2 2.3 264.88 99.13 0.87

#40 0.425 38.7 226.18 84.65 15.35

#200 0.075 153.5 72.68 27.20 72.80

0.3

72.4

267.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-8)


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



16

19

22

25

28

31

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 258.20 100.00 0.00

1" 25 0.0 258.20 100.00 0.00

3/4" 19 0.0 258.20 100.00 0.00

1/2" 12.5 0.0 258.20 100.00 0.00

3/8" 9.5 0.0 258.20 100.00 0.00

#4 4.75 0.0 258.20 100.00 0.00

#10 2 3.4 254.84 98.70 1.30

#40 0.425 32.8 222.04 86.00 14.00

#200 0.075 139.7 82.34 31.89 68.11

0.3

82.0

258.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-9)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



17

20

23

26

29

32

35

38

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 243.70 100.00 0.00

1" 25 0.0 243.70 100.00 0.00

3/4" 19 0.0 243.70 100.00 0.00

1/2" 12.5 0.0 243.70 100.00 0.00

3/8" 9.5 0.0 243.70 100.00 0.00

#4 4.75 0.0 243.70 100.00 0.00

#10 2 3.6 240.13 98.54 1.46

#40 0.425 31.5 208.67 85.63 14.37

#200 0.075 143.7 64.97 26.66 73.34

0.3

64.7

243.7

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-10)


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



17

20

23

26

29

32

35

38

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 268.50 100.00 0.00

1" 25 0.0 268.50 100.00 0.00

3/4" 19 0.0 268.50 100.00 0.00

1/2" 12.5 0.0 268.50 100.00 0.00

3/8" 9.5 0.0 268.50 100.00 0.00

#4 4.75 0.0 268.50 100.00 0.00

#10 2 6.5 262.00 97.58 2.42

#40 0.425 32.4 229.58 85.50 14.50

#200 0.075 145.7 83.88 31.24 68.76

0.3

83.6

268.5

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-11)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



17

20

23

26

29

32

35

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 258.20 100.00 0.00

1" 25 0.0 258.20 100.00 0.00

3/4" 19 0.0 258.20 100.00 0.00

1/2" 12.5 0.0 258.20 100.00 0.00

3/8" 9.5 0.0 258.20 100.00 0.00

#4 4.75 0.0 258.20 100.00 0.00

#10 2 3.8 254.37 98.52 1.48

#40 0.425 31.5 222.89 86.32 13.68

#200 0.075 136.8 86.09 33.34 66.66

0.3

85.8

258.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-12)


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



16

19

22

25

28

31

34

37

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 123.70 100.00 0.00

1" 25 0.0 123.70 100.00 0.00

3/4" 19 0.0 123.70 100.00 0.00

1/2" 12.5 0.0 123.70 100.00 0.00

3/8" 9.5 0.0 123.70 100.00 0.00

#4 4.75 0.0 123.70 100.00 0.00

#10 2 0.0 123.70 100.00 0.00

#40 0.425 5.6 118.10 95.47 4.53

#200 0.075 12.4 105.70 85.45 14.55

0.3

105.4

123.7

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 12.2 11.7 10.9 6.3 6.6

Container I.D. UH7 TG5 RE4 FD2 LQ9

Container, g. 24.0 24.0 24.0 24.0 24.0

Dry Soil, g. 16.8 17.0 16.7 20.0 20.7



Liquid Limit: 67.5

Plastic Limit: 31.7


Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-13)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



58

61

64

67

70

73

76

79

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 123.40 100.00 0.00

1" 25 0.0 123.40 100.00 0.00

3/4" 19 0.0 123.40 100.00 0.00

1/2" 12.5 0.0 123.40 100.00 0.00

3/8" 9.5 0.0 123.40 100.00 0.00

#4 4.75 0.0 123.40 100.00 0.00

#10 2 0.0 123.40 100.00 0.00

#40 0.425 7.7 115.75 93.80 6.20

#200 0.075 15.9 99.81 80.88 19.12

0.3

99.5

123.4

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.0 10.9 10.9 7.0 6.9

Container I.D. TF6 YR7 UE8 IW9 LO3

Container, g. 24.0 23.9 23.8 23.6 23.5

Dry Soil, g. 15.9 16.8 17.6 22.4 22.0



Liquid Limit: 64.8

Plastic Limit: 31.3


Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-14)


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:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 139.20 100.00 0.00

1" 25 0.0 139.20 100.00 0.00

3/4" 19 0.0 139.20 100.00 0.00

1/2" 12.5 0.0 139.20 100.00 0.00

3/8" 9.5 0.0 139.20 100.00 0.00

#4 4.75 0.0 139.20 100.00 0.00

#10 2 0.0 139.20 100.00 0.00

#40 0.425 5.7 133.52 95.92 4.08

#200 0.075 14.2 119.32 85.72 14.28

0.3

119.0

139.2

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 10.8 10.9 11.0 7.0 7.1

Container I.D. HJ5 NR5 CU7 KR4 DW1

Container, g. 23.4 23.5 23.6 23.8 23.4

Dry Soil, g. 16.1 17.2 18.3 22.9 23.3



Liquid Limit: 62.8

Plastic Limit: 30.5


Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-15)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 143.20 100.00 0.00

1" 25 0.0 143.20 100.00 0.00

3/4" 19 0.0 143.20 100.00 0.00

1/2" 12.5 0.0 143.20 100.00 0.00

3/8" 9.5 0.0 143.20 100.00 0.00

#4 4.75 0.0 143.20 100.00 0.00

#10 2 0.0 143.20 100.00 0.00

#40 0.425 3.9 139.28 97.26 2.74

#200 0.075 15.8 123.48 86.23 13.77

0.3

123.2

143.2

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.6 11.2 10.3 6.2 6.4

Container I.D. GF6 YR7 UE8 IW9 OL2

Container, g. 24.0 24.0 24.0 24.0 24.0

Dry Soil, g. 17.4 17.7 17.3 20.1 20.8



Liquid Limit: 62.9

Plastic Limit: 30.8


Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




CHGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-16)


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:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 142.70 100.00 0.00

1" 25 0.0 142.70 100.00 0.00

3/4" 19 0.0 142.70 100.00 0.00

1/2" 12.5 0.0 142.70 100.00 0.00

3/8" 9.5 0.0 142.70 100.00 0.00

#4 4.75 0.0 142.70 100.00 0.00

#10 2 0.0 142.70 100.00 0.00

#40 0.425 8.5 134.20 94.04 5.96

#200 0.075 16.7 117.50 82.34 17.66

0.3

117.2

142.7

CU=

CC=

1 2 3 1 2



Moisture Loss, g. 11.8 11.1 10.2 7.0 6.9

Container I.D. GF6 YE7 LQ8 NZ7 BV5

Container, g. 24.0 24.0 24.0 24.0 24.0

Dry Soil, g. 17.0 16.8 16.2 22.0 21.6



Liquid Limit: 64.9

Plastic Limit: 31.8


Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-17)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



CHGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



54

57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 258.10 100.00 0.00

1" 25 0.0 258.10 100.00 0.00

3/4" 19 0.0 258.10 100.00 0.00

1/2" 12.5 0.0 258.10 100.00 0.00

3/8" 9.5 0.0 258.10 100.00 0.00

#4 4.75 0.0 258.10 100.00 0.00

#10 2 7.8 250.35 97.00 3.00

#40 0.425 33.2 217.13 84.13 15.87

#200 0.075 158.9 58.23 22.56 77.44

0.3

57.9

258.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-18)


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



57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 253.10 100.00 0.00

1" 25 0.0 253.10 100.00 0.00

3/4" 19 0.0 253.10 100.00 0.00

1/2" 12.5 0.0 253.10 100.00 0.00

3/8" 9.5 0.0 253.10 100.00 0.00

#4 4.75 0.0 253.10 100.00 0.00

#10 2 5.8 247.30 97.71 2.29

#40 0.425 35.2 212.11 83.80 16.20

#200 0.075 126.7 85.41 33.75 66.25

0.3

85.1

253.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-19)


Kind of Sample:

Sampled at:




Tested by:

Sampled by:


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE

PAN

Spec's. Item No. :



SMGroup Symbols:

DETERM. NO.


ASTM D 4318 - 05

TOTAL



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



57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 249.70 100.00 0.00

1" 25 0.0 249.70 100.00 0.00

3/4" 19 0.0 249.70 100.00 0.00

1/2" 12.5 0.0 249.70 100.00 0.00

3/8" 9.5 0.0 249.70 100.00 0.00

#4 4.75 0.0 249.70 100.00 0.00

#10 2 5.0 244.75 98.02 1.98

#40 0.425 35.2 209.57 83.93 16.07

#200 0.075 167.2 42.37 16.97 83.03

0.3

42.1

249.7

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:

Spec's. Item No. :


Fineness Modulus :

DETERM. NO.


ASTM D 4318 - 05

TOTAL




SMGroup Symbols:

PAN


WASH LOSS

SIEVE SIZE

WEIGHT

RETAINED

gms

CUMULATIVE




Tested by:


ASTM D - 422

Jobsite

Soil (BH-2 : SS-20)


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



36

39

42

45

48

51

54

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 253.20 100.00 0.00

1" 25 0.0 253.20 100.00 0.00

3/4" 19 0.0 253.20 100.00 0.00

1/2" 12.5 0.0 253.20 100.00 0.00

3/8" 9.5 0.0 253.20 100.00 0.00

#4 4.75 0.0 253.20 100.00 0.00

#10 2 4.4 248.78 98.25 1.75

#40 0.425 34.7 214.12 84.57 15.43

#200 0.075 154.3 59.82 23.63 76.37

0.3

59.5

253.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


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-2 : SS-21)


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

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 253.10 100.00 0.00

1" 25 0.0 253.10 100.00 0.00

3/4" 19 0.0 253.10 100.00 0.00

1/2" 12.5 0.0 253.10 100.00 0.00

3/8" 9.5 0.0 253.10 100.00 0.00

#4 4.75 0.0 253.10 100.00 0.00

#10 2 2.3 250.81 99.10 0.90

#40 0.425 34.6 216.24 85.44 14.56

#200 0.075 145.8 70.44 27.83 72.17

0.3

70.1

253.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:




ASTM D - 422

Jobsite

Soil (BH-2 : SS-22)


Kind of Sample:

Sampled at:

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



55

58

61

64

67

70

73

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 258.20 100.00 0.00

1" 25 0.0 258.20 100.00 0.00

3/4" 19 0.0 258.20 100.00 0.00

1/2" 12.5 0.0 258.20 100.00 0.00

3/8" 9.5 0.0 258.20 100.00 0.00

#4 4.75 0.0 258.20 100.00 0.00

#10 2 7.8 250.40 96.98 3.02

#40 0.425 33.2 217.20 84.12 15.88

#200 0.075 158.8 58.40 22.62 77.38

0.3

58.1

258.2

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


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-2 : SS-23)


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



54

57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 238.70 100.00 0.00

1" 25 0.0 238.70 100.00 0.00

3/4" 19 0.0 238.70 100.00 0.00

1/2" 12.5 0.0 238.70 100.00 0.00

3/8" 9.5 0.0 238.70 100.00 0.00

#4 4.75 0.0 238.70 100.00 0.00

#10 2 2.4 236.31 99.00 1.00

#40 0.425 37.5 198.80 83.28 16.72

#200 0.075 146.7 52.10 21.83 78.17

0.3

51.8

238.7

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:




ASTM D - 422

Jobsite

Soil (BH-2 : SS-24)


Kind of Sample:

Sampled at:

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



57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 258.10 100.00 0.00

1" 25 0.0 258.10 100.00 0.00

3/4" 19 0.0 258.10 100.00 0.00

1/2" 12.5 0.0 258.10 100.00 0.00

3/8" 9.5 0.0 258.10 100.00 0.00

#4 4.75 0.0 258.10 100.00 0.00

#10 2 3.6 254.52 98.61 1.39

#40 0.425 34.8 219.77 85.15 14.85

#200 0.075 148.5 71.27 27.61 72.39

0.3

71.0

258.1

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:


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-2 : SS-25)


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



57

60

63

66

69

72

75

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



TCT

OFFICE

TCT

OFFICE




INCH / NO. MM.WT.

PASSING

gms

% PASSING% RETAINED

1-1/2" 37.5 0.0 255.70 100.00 0.00

1" 25 0.0 255.70 100.00 0.00

3/4" 19 0.0 255.70 100.00 0.00

1/2" 12.5 0.0 255.70 100.00 0.00

3/8" 9.5 0.0 255.70 100.00 0.00

#4 4.75 0.0 255.70 100.00 0.00

#10 2 1.8 253.91 99.30 0.70

#40 0.425 35.4 218.53 85.46 14.54

#200 0.075 145.3 73.23 28.64 71.36

0.3

72.9

255.7

CU=

CC=

1 2 3 1 2






Dry Soil, g. - - - - -



Liquid Limit: -

Plastic Limit: NP

Plasticity Index: -

Remarks:




ASTM D - 422

Jobsite

Soil (BH-2 : SS-26)


Kind of Sample:

Sampled at:

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



36

39

42

45

48

51

54

10 100

Mo

istu

re C

on

ten

t (%

)

No. of Blows

Certified By:


Certified By:



PROJECT:

Location:

Client

PROPOSED BRIDGE 3

Sta. 1+940 TO 2+680 Libao Sto Tomas By Passec

1 Brgy. Balangkas Sto Tomas Pampanga.

DPWH REGION 3

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

PROPOSED BRIDGE 3

Documents

Transcript of PROPOSED BRIDGE 3