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
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
SAND fine grained, non
plastic.
SM
SM
Medium dense, brown silty
SAND fine grained, non
plastic.
Medium dense, brown silty
SAND fine grained, non
plastic.SM
Very loose, brown silty
SAND fine grained, non
plastic.
SM
SM
PROJECT LOCATION Sta. 1+940 TO 2+680 Libao Sto Tomas By Passec 1 Brgy. Balangkas Sto Tomas Pampanga.
TERMS Concrete & Materials
Testing Laboratory Inc.
#19L Intalan St., Bagong Ilog, Pasig City.
FINAL BORING LOG
CLIENT
PROJECT NAME
DPWH REGION 3
PROPOSED BRIDGE 3
Very loose, brown silty
SAND fine grained, non
plastic.
Juvel Militante
Medium dense, brown silty
SAND fine grained, non
plastic.
Medium dense, brown silty
SAND fine grained, non
plastic.
Medium dense, brown silty
SAND fine grained, non
plastic.
Very loose, brown silty
SAND fine grained, non
plastic.
ATTERBERG
SUNNY DAY
J.B Losbañes
CLASSIFICATION
UNIFIED
SM
SM
SM
SM
CH
Medium dense, brown silty
SAND fine grained, non
plastic.
Very loose, brown silty
SAND fine grained, non
plastic.
HAMMER WEIGHT
Medium dense, brown silty
SAND fine grained, non
plastic.
SM
HAMMER WEIGHT
GRADING
% PASSING
SM
SM
HAMMER WEIGHT
HAMMER WEIGHT
HAMMER WEIGHT
0 20 40 60 80 100
DPWH-BRS Accredited Laboratory
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
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
38.66WASH
BORING
WASH
BORING
WASH
BORING
WASH
BORING
WASH
BORING
DEPTHREC.
(m)
FINAL DEPTH
CLIENT
Testing Laboratory Inc.
GROUND WATER LEVEL
Sta. 1+940 TO 2+680 Libao Sto Tomas By Passec 1 Brgy. Balangkas Sto Tomas Pampanga.
BH-1
TERMS Concrete & Materials
PROJECT NAME
FINAL BORING LOG
PROJECT LOCATION
Hard, gray silty CLAY of
high plasticity.
N - VALUE (GRAPHICAL)
Very stiff, gray silty CLAY of
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
Dense, brown silty SAND
fine grained, non plastic.
12.00m
#19L Intalan St., Bagong Ilog, Pasig City.
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
LEGENDS, SYMBOLS, AND
RANGE OF VALUES
STANDARD
PENETRATION
TEST
UNDISTURBED
SAMPLINGCORING
Dense, brown silty SAND
fine grained, non plastic.
GRADING
ATTERBERGCLASSIFICATION
UNIFIED% PASSING
CH
Hard, gray silty CLAY of
high plasticity.
SM
SM
SM
CH
SM
WASH
BORING
SM
29.55
32.55WASH
BORING
31.05
Very loose, brown silty
SAND fine grained, non
plastic.
Dense, brown silty SAND
fine grained, non plastic.
HAMMER WEIGHT
WASH
BORING
Very loose, brown silty
SAND fine grained, non
plastic.HAMMER WEIGHT
HAMMER WEIGHT
SM
35.55WASH
BORING
34.05
Very loose, brown silty
SAND fine grained, non
plastic.
Very loose, brown silty
SAND fine grained, non
plastic.
SM
37.05WASH
BORING
HAMMER WEIGHT
End of Borehole.
Very loose, brown silty
SAND fine grained, non
plastic.SM
0 20 40 60 80 100
DPWH-BRS Accredited Laboratory
Encoded By:
JB. Losbañes ' Laboratory Technician/Encoder
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
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
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
Medium dense, brown silty
SAND fine grained, non
plastic.
STANDARD
PENETRATION
TEST
17.55WASH
BORING
19.05
CORING
20.55
LEGENDS, SYMBOLS, AND
RANGE OF VALUES
WASH
BORING
Very stiff, gray silty CLAY of
high plasticity.
UNDISTURBED
SAMPLING
WASH
BORING
Medium dense, brown silty
SAND fine grained, non
plastic.
Medium dense, brown silty
SAND fine grained, non
plastic.SM
Medium dense, brown silty
SAND fine grained, non
plastic.
Very loose, brown silty
SAND fine grained, non
plastic.
SM
PROJECT LOCATION Sta. 1+940 TO 2+680 Libao Sto Tomas By Passec 1 Brgy. Balangkas Sto Tomas Pampanga.
TERMS Concrete & Materials
Testing Laboratory Inc.
#19L Intalan St., Bagong Ilog, Pasig City.
FINAL BORING LOG
CLIENT
PROJECT NAME
DPWH REGION 3
BRIDGE #3 Juvel Militante
Medium dense, brown silty
SAND fine grained, non
plastic.
Medium dense, brown silty
SAND fine grained, non
plastic.
Medium dense, brown silty
SAND fine grained, non
plastic.
ATTERBERG
SUNNY DAY
SM
J.B Losbañes
SM
SM
CH
Medium dense, brown silty
SAND fine grained, non
plastic.
SMVery loose, brown silty
SAND fine grained, non
plastic.
SM
Medium dense, brown silty
SAND fine grained, non
plastic.
Very loose, brown silty
SAND fine grained, non
plastic.
Medium dense, brown silty
SAND fine grained, non
plastic.
SM
SM
SM
SM
GRADING
% PASSING
SM
SM
CLASSIFICATION
UNIFIED
HAMMER WEIGHT
HAMMER WEIGHT
HAMMER WEIGHT
0 20 40 60 80 100
DPWH-BRS Accredited Laboratory
Encoded By:
JB. Losbañes ' Laboratory Technician/Encoder
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
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
SM38.66
WASH
BORING
HAMMER WEIGHT
Dense, brown silty SAND
fine grained, non plastic.
WASH
BORING
WASH
BORING
WASH
BORING
DEPTHREC.
(m)
TYPE OF
SAMPLING
39.00mFINAL DEPTH
CLIENT
Testing Laboratory Inc.
GROUND WATER LEVEL
Sta. 1+940 TO 2+680 Libao Sto Tomas By Passec 1 Brgy. Balangkas Sto Tomas Pampanga.
BH-2
TERMS Concrete & Materials
PROJECT NAME
FINAL BORING LOG
PROJECT LOCATION
Hard, gray silty CLAY of
high plasticity.
N - VALUE (GRAPHICAL)
Very stiff, gray silty CLAY of
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
Dense, brown silty SAND
fine grained, non plastic.
Very loose, brown silty
SAND fine grained, non
plastic.
DPWH REGION 3
Hard, gray silty CLAY of
high plasticity.
12.00m
#19L Intalan St., Bagong Ilog, Pasig City.
BOREHOLE NO.
BRIDGE #3 Juvel Militante
CH
CH
J.B Losbañes
SUNNY DAY
SM
SM
LEGENDS, SYMBOLS, AND
RANGE OF VALUES
STANDARD
PENETRATION
TEST
UNDISTURBED
SAMPLINGCORING
SM
32.55
GRADING
ATTERBERGCLASSIFICATION
UNIFIED% PASSING
CH
WASH
BORING
Very loose, brown silty
SAND fine grained, non
plastic.
31.05WASH
BORING
SM
SM
Very loose, brown silty
SAND fine grained, non
plastic.HAMMER WEIGHT
Very loose, brown silty
SAND fine grained, non
plastic.
HAMMER WEIGHT
HAMMER WEIGHT
SM
35.55WASH
BORING
34.05WASH
BORING
Very loose, brown silty
SAND fine grained, non
plastic.
Very loose, brown silty
SAND fine grained, non
plastic.
SM
37.05WASH
BORINGSM
HAMMER WEIGHT
End of Borehole.
Very loose, brown silty
SAND fine grained, non
plastic.
HAMMER WEIGHT
HAMMER WEIGHT
0 20 40 60 80 100
DPWH-BRS Accredited Laboratory
Encoded By:
JB. Losbañes ' Laboratory Technician/Encoder
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:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
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
DPWH-BRS Accredited Laboratory
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
Original Wt., gms: 297.6
Oven Dry Wt., gms: 259.5
Wash O.D. Wt., gms: 190.7
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 14.68%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-2)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
37
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
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 293.4
Oven Dry Wt., gms: 256.7
Wash O.D. Wt., gms: 192.0
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-3)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 14.30%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
36
39
42
45
48
51
54
57
60
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 309.5
Oven Dry Wt., gms: 254.1
Wash O.D. Wt., gms: 169.1
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 21.80%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-4)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 315.6
Oven Dry Wt., gms: 269.1
Wash O.D. Wt., gms: 186.0
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-5)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 17.28%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
38
41
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 322.5
Oven Dry Wt., gms: 264.1
Wash O.D. Wt., gms: 184.8
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 22.11%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-6)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 301.2
Oven Dry Wt., gms: 246.7
Wash O.D. Wt., gms: 167.7
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-7)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 22.09%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
16
19
22
25
28
31
34
37
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 302.5
Oven Dry Wt., gms: 254.1
Wash O.D. Wt., gms: 175.8
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 19.05%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-8)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
16
19
22
25
28
31
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 326.8
Oven Dry Wt., gms: 269.4
Wash O.D. Wt., gms: 196.4
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-9)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 21.31%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
38
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 317.5
Oven Dry Wt., gms: 258.3
Wash O.D. Wt., gms: 186.5
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 22.92%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-10)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
38
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 314.5
Oven Dry Wt., gms: 263.4
Wash O.D. Wt., gms: 180.4
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-11)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 19.40%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 326.9
Oven Dry Wt., gms: 274.1
Wash O.D. Wt., gms: 181.3
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 19.26%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-12)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
16
19
22
25
28
31
34
37
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 203.6
Oven Dry Wt., gms: 143.2
Wash O.D. Wt., gms: 23.6
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-13)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
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
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 42.18%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
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
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 228.6
Oven Dry Wt., gms: 156.2
Wash O.D. Wt., gms: 21.6
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
Container + Wet Soil, g.52.8 51.6 50.3 51.7 50.3
Container + Dry Soil, g.40.8 40.6 40.0 45.0 43.9
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
Moisture content, 69.9 66.0 62.3 31.2 31.2
Number of Blows17 24 33 Average 31.2
Liquid Limit: 65.7
Plastic Limit: 31.2
Plasticity Index: 34.5
Remarks:
Spec's. Item No. :
Nat. Moisture Content, % : 46.35%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty CLAY
CHGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-14)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
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
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 196.5
Oven Dry Wt., gms: 146.7
Wash O.D. Wt., gms: 22.8
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
Container + Wet Soil, g.50.3 51.6 52.9 53.7 53.8
Container + Dry Soil, g.39.1 40.5 41.9 46.5 46.5
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
Moisture content, 71.3 65.3 59.9 31.7 31.7
Number of Blows17 24 33 Average 31.7
Liquid Limit: 64.8
Plastic Limit: 31.7
Plasticity Index: 33.1
Remarks:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-15)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
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
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 33.95%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
56
59
62
65
68
71
74
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 184.6
Oven Dry Wt., gms: 134.5
Wash O.D. Wt., gms: 20.9
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
Container + Wet Soil, g.50.6 51.3 52.8 53.4 52.6
Container + Dry Soil, g.39.3 40.3 42.1 46.2 45.7
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
Moisture content, 70.6 64.7 58.8 31.7 31.7
Number of Blows17 24 33 Average 31.7
Liquid Limit: 63.8
Plastic Limit: 31.7
Plasticity Index: 32.1
Remarks:
Spec's. Item No. :
Nat. Moisture Content, % : 37.25%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty CLAY
CHGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-16)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
55
58
61
64
67
70
73
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 184.5
Oven Dry Wt., gms: 133.6
Wash O.D. Wt., gms: 19.1
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
Container + Wet Soil, g.50.9 51.3 52.6 53.4 52.6
Container + Dry Soil, g.39.4 40.3 41.9 46.5 45.9
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
Moisture content, 71.7 65.7 58.0 30.2 30.2
Number of Blows15 21 32 Average 30.2
Liquid Limit: 62.6
Plastic Limit: 30.2
Plasticity Index: 32.4
Remarks:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-17)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
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
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 38.10%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
54
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 279.5
Oven Dry Wt., gms: 236.7
Wash O.D. Wt., gms: 195.2
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 18.08%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-18)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 289.6
Oven Dry Wt., gms: 243.7
Wash O.D. Wt., gms: 168.7
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-19)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 18.83%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 289.7
Oven Dry Wt., gms: 253.1
Wash O.D. Wt., gms: 196.0
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 14.46%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-20)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
36
39
42
45
48
51
54
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 296.7
Oven Dry Wt., gms: 246.8
Wash O.D. Wt., gms: 165.3
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
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:
Nat. Moisture Content, % : 20.22%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-21)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
56
59
62
65
68
71
74
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 287.9
Oven Dry Wt., gms: 251.2
Wash O.D. Wt., gms: 178.7
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
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:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
ASTM D - 422
Jobsite
Soil (BH-1 : SS-22)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
Tested by:
Sampled by: J. Militante / Driller
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Spec's. Item No. :
Nat. Moisture Content, % : 14.61%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
55
58
61
64
67
70
73
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 287.5
Oven Dry Wt., gms: 253.1
Wash O.D. Wt., gms: 176.9
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
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:
Nat. Moisture Content, % : 13.59%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-23)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
54
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 279.5
Oven Dry Wt., gms: 245.6
Wash O.D. Wt., gms: 171.2
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
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:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
ASTM D - 422
Jobsite
Soil (BH-1 : SS-24)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
Tested by:
Sampled by: J. Militante / Driller
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Spec's. Item No. :
Nat. Moisture Content, % : 13.80%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 289.5
Oven Dry Wt., gms: 237.5
Wash O.D. Wt., gms: 176.3
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
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:
Nat. Moisture Content, % : 21.89%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-1 : SS-25)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 279.5
Oven Dry Wt., gms: 242.1
Wash O.D. Wt., gms: 169.1
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
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:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
ASTM D - 422
Jobsite
Soil (BH-1 : SS-26)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
Tested by:
Sampled by: J. Militante / Driller
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Spec's. Item No. :
Nat. Moisture Content, % : 15.45%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
36
39
42
45
48
51
54
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 299.7
Oven Dry Wt., gms: 264.2
Wash O.D. Wt., gms: 182.3
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
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:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
ASTM D - 422
Jobsite
Soil (BH-2 : 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
13.44%
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
DPWH-BRS Accredited Laboratory
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
Original Wt., gms: 295.6
Oven Dry Wt., gms: 248.5
Wash O.D. Wt., gms: 167.5
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 18.95%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-2)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
37
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
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 303.2
Oven Dry Wt., gms: 259.1
Wash O.D. Wt., gms: 177.1
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-3)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 17.02%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
36
39
42
45
48
51
54
57
60
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 319.7
Oven Dry Wt., gms: 264.2
Wash O.D. Wt., gms: 201.9
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 21.01%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-4)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 293.8
Oven Dry Wt., gms: 257.2
Wash O.D. Wt., gms: 169.0
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-5)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 14.23%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
38
41
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 292.6
Oven Dry Wt., gms: 253.1
Wash O.D. Wt., gms: 181.0
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 15.61%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-6)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 291.3
Oven Dry Wt., gms: 257.5
Wash O.D. Wt., gms: 177.2
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-7)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 13.13%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
16
19
22
25
28
31
34
37
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 315.9
Oven Dry Wt., gms: 267.2
Wash O.D. Wt., gms: 194.8
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 18.23%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-8)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
16
19
22
25
28
31
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 303.5
Oven Dry Wt., gms: 258.2
Wash O.D. Wt., gms: 176.2
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-9)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 17.54%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
38
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 291.5
Oven Dry Wt., gms: 243.7
Wash O.D. Wt., gms: 179.0
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 19.61%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-10)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
38
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 321.9
Oven Dry Wt., gms: 268.5
Wash O.D. Wt., gms: 184.9
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-11)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 19.89%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
17
20
23
26
29
32
35
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 293.4
Oven Dry Wt., gms: 258.2
Wash O.D. Wt., gms: 172.4
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 13.63%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-12)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
16
19
22
25
28
31
34
37
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 183.5
Oven Dry Wt., gms: 123.7
Wash O.D. Wt., gms: 18.3
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
Container + Wet Soil, g.53.0 52.7 51.6 50.3 51.2
Container + Dry Soil, g.40.8 41.0 40.7 44.0 44.7
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
Moisture content, 72.3 68.9 65.4 31.7 31.7
Number of Blows14 21 32 Average 31.7
Liquid Limit: 67.5
Plastic Limit: 31.7
Plasticity Index: 35.8
Remarks:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-13)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
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
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 48.34%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
58
61
64
67
70
73
76
79
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 178.9
Oven Dry Wt., gms: 123.4
Wash O.D. Wt., gms: 23.9
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
Container + Wet Soil, g.50.9 51.6 52.3 53.0 52.4
Container + Dry Soil, g.39.9 40.7 41.4 46.0 45.5
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
Moisture content, 69.2 65.2 61.7 31.3 31.3
Number of Blows17 24 33 Average 31.3
Liquid Limit: 64.8
Plastic Limit: 31.3
Plasticity Index: 33.5
Remarks:
Spec's. Item No. :
Nat. Moisture Content, % : 44.98%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty CLAY
CHGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-14)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
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
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 195.7
Oven Dry Wt., gms: 139.2
Wash O.D. Wt., gms: 20.2
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
Container + Wet Soil, g.50.3 51.6 52.9 53.7 53.8
Container + Dry Soil, g.39.5 40.7 41.9 46.7 46.7
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
Moisture content, 67.1 63.4 59.9 30.5 30.5
Number of Blows17 24 33 Average 30.5
Liquid Limit: 62.8
Plastic Limit: 30.5
Plasticity Index: 32.3
Remarks:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-15)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
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
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 40.59%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
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
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 203.5
Oven Dry Wt., gms: 143.2
Wash O.D. Wt., gms: 20.0
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
Container + Wet Soil, g.53.0 52.8 51.6 50.3 51.2
Container + Dry Soil, g.41.4 41.7 41.3 44.1 44.8
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
Moisture content, 67.1 63.2 59.5 30.8 30.8
Number of Blows17 24 33 Average 30.8
Liquid Limit: 62.9
Plastic Limit: 30.8
Plasticity Index: 32.1
Remarks:
Spec's. Item No. :
Nat. Moisture Content, % : 42.11%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty CLAY
CHGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-16)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
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
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 204.2
Oven Dry Wt., gms: 142.7
Wash O.D. Wt., gms: 25.5
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
Container + Wet Soil, g.52.8 51.9 50.3 53.0 52.4
Container + Dry Soil, g.41.0 40.8 40.2 46.0 45.6
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
Moisture content, 69.0 66.3 62.8 31.8 31.8
Number of Blows15 21 32 Average 31.8
Liquid Limit: 64.9
Plastic Limit: 31.8
Plasticity Index: 33.1
Remarks:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-17)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
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
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 43.10%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
54
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 309.6
Oven Dry Wt., gms: 258.1
Wash O.D. Wt., gms: 200.2
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 19.95%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-18)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 297.5
Oven Dry Wt., gms: 253.1
Wash O.D. Wt., gms: 168.0
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
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:
J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-19)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Nat. Moisture Content, % : 17.54%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 284.5
Oven Dry Wt., gms: 249.7
Wash O.D. Wt., gms: 207.6
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
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:
Spec's. Item No. :
Nat. Moisture Content, % : 13.94%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
PAN
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-20)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
36
39
42
45
48
51
54
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 289.7
Oven Dry Wt., gms: 253.2
Wash O.D. Wt., gms: 193.7
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
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:
Nat. Moisture Content, % : 14.42%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-21)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
56
59
62
65
68
71
74
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 296.5
Oven Dry Wt., gms: 253.1
Wash O.D. Wt., gms: 183.0
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
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:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
ASTM D - 422
Jobsite
Soil (BH-2 : SS-22)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
Tested by:
Sampled by: J. Militante / Driller
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Spec's. Item No. :
Nat. Moisture Content, % : 17.15%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
55
58
61
64
67
70
73
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 298.6
Oven Dry Wt., gms: 258.2
Wash O.D. Wt., gms: 200.1
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
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:
Nat. Moisture Content, % : 15.65%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-23)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
54
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 289.6
Oven Dry Wt., gms: 238.7
Wash O.D. Wt., gms: 186.9
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
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:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
ASTM D - 422
Jobsite
Soil (BH-2 : SS-24)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
Tested by:
Sampled by: J. Militante / Driller
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Spec's. Item No. :
Nat. Moisture Content, % : 21.32%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 294.6
Oven Dry Wt., gms: 258.1
Wash O.D. Wt., gms: 187.1
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
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:
Nat. Moisture Content, % : 14.14%
Fineness Modulus :
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
Spec's. Item No. :
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
Tested by:
Sampled by: J. Militante / Driller
ASTM D - 422
Jobsite
Soil (BH-2 : SS-25)
BRIDGE #3 Name of Project:
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
57
60
63
66
69
72
75
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
TCT
OFFICE
TCT
OFFICE
Original Wt., gms: 286.9
Oven Dry Wt., gms: 255.7
Wash O.D. Wt., gms: 182.8
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
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:
TERMS Concrete & Materials
Testing Laboratory Inc.#19 L. Intalan St., Bagong Ilog, Pasig City.
TEST REPORT FOR SIEVE ANALYSIS
ASTM D - 422
Jobsite
Soil (BH-2 : SS-26)
BRIDGE #3 Name of Project:
Kind of Sample:
Sampled at:
Tested by:
Sampled by: J. Militante / Driller
J. Llona & B.Aquino & W. Palisoc / Lab. Tech.
WASH LOSS
SIEVE SIZE
WEIGHT
RETAINED
gms
CUMULATIVE
PAN
This report is the result of test performed on the sample taken from site.
Soil Description:Silty SAND
SMGroup Symbols:
DETERM. NO.
TEST REPORT FOR LIQUID LIMIT & PLASTIC LIMIT
ASTM D 4318 - 05
TOTAL
LIQUID LIMIT PLASTIC LIMIT
Spec's. Item No. :
Nat. Moisture Content, % : 12.20%
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
US STANDARD SIEVE SIZE
DPWH-BRS Accredited Laboratory
36
39
42
45
48
51
54
10 100
Mo
istu
re C
on
ten
t (%
)
No. of Blows
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Certified By:
M. CUNAHAP ' Soil Laboratory Head
Tested By: John Bryan Losbañes ' Laboratory Technician
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
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
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