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BRC/REP/130582/2013 31/05/2013
To,
Adani Hazira Port Pvt. Ltd,
Hazira, Dist: Surat.
SUBJECT : SUB- SOIL INVESTIGATION REPORTREFERENCE : PROPOSED SITE FOR INDUSTRIAL SHED AT ADANI PORT
CAMPUS, HAZIRA, DIST: SURAT.
Dear Sirs,
With reference to the above referred site investigation, herewith, we are submitting detailed Sub
Soil Investigation Report based on Sub soil exploration, physical and engineering testing of soil
characteristics.
This report is based on fourteen boreholes data up to maximum 10.45m depth from ground
level Borehole locations were selected with engineer in-charge. If any change in strata other
than the location of the borehole mentioned in this report is observed at the time of excavation,
it is advisable to contact us immediately for further investigation.
Thanking you.
Sincerely Yours,
For Bhumi Research Center
Authorised Signatory
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REPORT
ON
SUB-SOIL
INVESTIGATION
Name of Work : Proposed site for Industrial Shed at AdaniPort Campus, Hazira, Dist: Surat.
Client: : Adani Hazira Port Pvt. Ltd.
Project No. : 130582
Month : May 2013
Prepared By
BhumiResearch Center(Government Approved Laboratory)
2/1362, Bhumi House,Sagrampura, Opp: Sub Jail,Ring Road, Surat-395002.Phone: 2363600, 2363700.
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CONTENTS
SR. NO. TITLE SHEET NO.
01 INTRODUCTION 01
02 SITE INFORMATION 02
03 FIELD WORK 02
04 SUB SOIL STRATIFICATION 04
05 ANALYSIS OF DATA 06
06 BEARING CAPACITY OF SOIL 09
07 STRATIFICATION OF BOREHOLES 10
08 DISCUSSIONS 13
09 TABLES
9.1) FIELD PROGRAM SUMMARY 13
9.2) SUMMARY OF GRAIN SIZE ANALYSIS 27
9.3) SHEAR & CONSOLIDATION PARAMETERS 41
10 FIGURES
10.1) LOCATION MAP 43
10.2) LOG OF SPT N & ATTERBERG LIMITS 44
10.3) PARTICLE SIZE DISTRIBUTION CURVES 58
10.4) CONSOLIDATION CURVE 72
11 BORE LOG OF EXPLORATION 80
12 IS CLASSIFICATION OF SOIL 94
13 REFERENCES/BIBLIOGRAPHY 95
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Abbreviations / Notations used in this Report
BH BoreholeD/S Disturbed Sample
UDS Undisturbed Sample
S Standard Penetration Test/ Sample
DSDirect Shear test on specimen remoulded @ 100 % FDD and
submerged for 24 hrs saturation,Tuu Triaxial compression ( Unconsolidation Undrained condition)SMC Saturated Moisture Content
NMC Natural Moisture Content
LL Liquid LimitNP Non Plastic Nature
PL Plastic Limit
IP Plasticity IndexN.O. Not Observed
D Dense strata
M Medium dense strata
Vl Very loose strataSc Soft consistency
Mc Medium consistency
Vs Very Stiff consistencyVd Very Dense strata
H Hard Strata/Consistency
FG Fine GrainMG Medium Grain
CG Coarse Grain
FDD Field Dry DensityFMC Field Moisture Content
TNP Test Not Possible/PerformedQNS Quantity of Sample is not sufficient
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REPORT ON SUB SOIL EXPLORATION
1.0 INTRODUCTION:The investigation of the site is an essential prerequisite to the construction of all civil
engineering works with a view to assess the general suitability of the site for the proposed new
works and to enable in preparing an adequate and economic design.In particular, it is necessary to assess the changes that may occur during or after the
construction of structure due to the choice of materials or methods of construction, which may
adversely affect safety of structure or after its performance or utility.
It is usually judicious to collect information relating to the site prior to commencing its
exploration. The exploration of the site for an important structure requires the exploration and
sampling of all strata likely to be significantly affected by the structural load. The extent of this
exploration will depend on the site and structure.
All structures rest on the foundation soil and their performance depends on soil behavior. Soil
forms the most widely used material of construction of earth dams, roads and canals. To study
the behavior of soil in foundation or earthwork engineering, properties of soil under the actual
field conditions have to be obtained.
Soil mechanics is the application of the laws of mechanics and hydraulics to engineering
problems dealing with sediments and other unconsolidated accumulation of solid particles
produced by the mechanical and chemical disintegration of rocks, regardless of whether or not
they contain an admixture of organic constituent.
Soil mechanics provides guidance in design of foundations, rigid & flexible pavements,
underground and earth retaining structures, embankments and excavations and earth dams. Soil
engineering embodies the use of best practices in exploration, testing, design & construction
controls.
Soil exploration provides the detailed sub soil conditions such as Stratification, Hardness &
Denseness of the strata, Water table level, Compressibility, Soil stability, Stress analysis,
Shearing resistance & Failure analysis.
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This complete report is very much useful for
Calculation of Safe Bearing Capacity (SBC) of the soil, The Estimation & provision of the ground water table level in design of foundation and
if needed to decide upon the method to solve the ground water problem,
To select an Economical yet safe Design of foundation, The Economical optimization of foundation design, The Foundation settlement analysis & to provide provision for the same in design, To check the probability of Liquefaction of the soil, To forecast the difficulties which are likely to be encountered due to the nature of
subsoil during construction and to take advance action in that regard.
A detailed foundation investigation work for the above-subjected work was entrusted to Bhumi
Research Center, Surat by client. As per discussion with client / consultant, it was decided to
drill 14 No boreholes up to maximum 10.45m depth from GL by hand auguring at variouslocations. Location of boreholes was decided with client.
2.0 SITE INFORMATION:The data supplied by the client are as under:
1) Site : Proposed site for Industrial Shed at Adani Port Campus, Hazira,Dist: Surat.
2) Client : Adani Hazira Port Pvt. Ltd.
3.0 FIELD INVESTIGATION:
Fourteen boreholes of 150mm dia. were drilled up to maximum 10.45m depth from GL by
Shell & Auger Casing from 20/05/13 to 25/05/13. Summary of Field Work is given under
Table 9.1.
The disturbed soil samples have been collected by Split Spoon Sampler at every meter or
as per strata change and recording of the soil strata change.
The Undisturbed samples have been collected in 70 mm x 600 mm long thin walled
sampler as per IS 2132:1981 at every 2 m depth interval or as per requirement of
foundation depth investigation or change in strata whichever met earlier. The sampler has
smooth surface and appropriate area ratio and cutting edge angle as required by IS
1892:1972 to ensure minimum disturbance of soil during sampling.
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The Standard Penetration Test (SPT) has been conducted as per IS 2131:1981 at every 2.0
m depth interval or as per requirement of foundation depth investigation or change in strata
whichever met earlier, using Split Spoon Sampler confirming IS 9640:1980. The SPT
Spoon having 50.2mm O.D.*35.0mm I.D. was lowered inside the borehole on a string of
drill rods and number of blows for 300 mm penetration of SPT spoon after 150mm as
testing drive were recorded under the free fall of 65.0 kg hammer from 750mm height. A
true vertical free fall of hammer was observed. SPT N values are given under Table 9.1,
and are also shown graphically in Fig. 10.2.
Ground Water Table:
The ground water table was observed between 3.00m to 7.50m depth in all boreholes from
EGL during sub soil exploration carried out in May 2013.
Laboratory works:
Following laboratory tests were carried out to determine the physical and engineeringproperties of disturbed and undisturbed soil samples. All samples were tested for
classification and specific gravity. The test results are incorporated along with bore log
exploration datasheet.
The tests were conducted as per relevant Indian Standards as mentioned below.
Name of Test Confirming to IS No.
1) Sieve Analysis IS 2720 Part 4-1976
2) Atterberg Limit IS 2720 Part 5-1985(Reaffirmed 2001)
3) FDD FMC IS 2720 Part 9
4) Specific Gravity IS 2720 Part 3- Section 2-1980(Reaffirmed 1997)
5) Shear Parameters IS 2720 Part 13-1986(Reaffirmed 1997)
6) Consolidation IS 2720 Part 15- 1965(Reaffirmed 1997)
7) Swell Pressure IS 2720 Part 41
8) Swelling Index IS 2720 Part 40-1977
(Reaffirmed 1997)
9) Shrinkage Limit IS 2720 Part 6-1972(Reaffirmed 2001)
The tests were conducted as per relevant Indian Standards as mentioned above.
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4.0 SUB SOIL STRATIFICATION:4.1 Analysis of data:
The field data and laboratory classification reveal stratification in general as given under.
Borehole 01
Sub soil consists of Filled up soil with brownish non plastic fine silt & sand up to 3.00m
depth followed by Brownish medium plastic silty clay up to 4.00m depth followed by
Blackish medium to high plastic silty clay to clayey sand up to 7.50m depth followed by
Blackish non plastic fine silt & sand, gravels up to investigation depth of 10.45m.
Borehole 02
Sub soil consists of Filled up soil with brownish silty sand up to 3.00m depth followed by
Brownish medium to low plastic silty clay up to 4.00m depth followed by Blackish
marine silty clay with sand up to 8.00m depth followed by Blackish non plastic fine silt
& sand, gravels up to investigation depth of 10.45m.Borehole 03
Sub soil consists of Filled up soil with brownish clayey sand to silty clay up to 2.50m
depth followed by Brownish low plastic silty clay up to 4.00m depth followed by
Blackish marine silty clay up to 6.00m depth followed by Blackish marine silty clay with
sand up to investigation depth of 10.45m.
Borehole 04
Sub soil consists of Filled up soil with brownish clayey sand with gravels up to 4.00m
depth followed by Blackish marine silty clay up to 5.00m depth followed by Blackish
marine clayey sand with gravels up to 8.00m depth followed by Blackish non plastic silty
coarse sand & gravels up to investigation depth of 10.45m.
Borehole 05
Sub soil consists of Filled up soil with brownish medium plastic silty clay with clayey
sand up to 3.50m depth followed by Brownish medium plastic silty clay up to 5.00m
depth followed by Blackish marine silty clay up to 6.00m depth followed by Blackish
marine silty with sand & few gravels up to 8.00m depth followed by Blackish non plastic
silty coarse sand with few gravels up to investigation depth of 10.45m.
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Borehole 06
Sub soil consists of Filled up soil with brownish silty sand to clayey sand up to 3.50m
depth followed by Brownish medium plastic silty clay up to 4.00m depth followed by
Blackish marine silty clay up to 6.00m depth followed by Blackish marine silt & sand
with few gravels up to investigation depth of 10.45m.
Borehole 07
Sub soil consists of Brownish fine silt & sand up to 3.00m depth followed by Brownish
high plastic silty clay up to 4.30m depth followed by Blackish marine clay up to 5.00m
depth followed by Blackish to brownish non plastic fine silt & sand up to 7.20m depth
followed by Blackish non plastic fine sand up to 9.00m depth followed by Blackish non
plastic fine silt & sand up to investigation depth of 10.45m.
Borehole 08
Sub soil consists of Filled up soil with brownish non plastic to plastic silty sand to clayey
silt with gravels up to 3.75m depth followed by Brownish medium plastic silty clay with
sand & gravels up to 5.00m depth followed by Blackish marine silty clay with sand up to
6.00m depth followed by Blackish marine silt & sand up to 8.50m depth followed by
Blackish marine silty clay up to 9.00m depth followed by Blackish silty sand to clayey
silt up to investigation depth of 10.45m.
Borehole 09
Sub soil consists of Brownish fine silty sand with few gravel particles up to 3.00m depth
followed by Brownish medium to high plastic silty clay up to 4.00m depth followed by
Blackish marine silty clay up to 8.00m depth followed by Blackish marine silt & sand up
to investigation depth of 10.45m.
Borehole 10
Sub soil consists of Filled up soil with blackish fine sand & gravels up to 3.00m depth
followed by Brownish high to medium plastic silty clay up to 4.00m depth followed by
Blackish marine medium plastic silty clay up to 7.60m depth followed by Blackish
marine clayey silt with sand & gravels up to investigation depth of 10.45m.
Borehole 11
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Sub soil consists of Blackish fine clayey sand with few gravels up to 3.00m depth
followed by Brownish medium plastic silty clay with sand up to 4.60m depth followed by
Blackish medium to high plastic marine silty clay up to 6.70m depth followed by
Blackish marine silt & sand with few gravels up to investigation depth of 10.45m.
Borehole 12
Sub soil consists of Brownish fine silt & sand up to 3.00m depth followed by Brownish
high plastic silty clay up to 4.30m depth followed by Brownish clayey silt up to 5.00m
depth followed by Blackish marine clay up to 5.40m depth followed by Blackish to
brownish non plastic fine silt & sand up to investigation depth of 10.45m.
Borehole 13
Sub soil consists of Brownish plastic to non plastic silty sand to clayey silt with very few
gravels up to 3.50m depth followed by Blackish marine silty clay up to 8.00m depth
followed by Blackish plastic to non plastic silty sand with gravels up to investigationdepth of 10.45m.
Borehole 14
Sub soil consists of Brownish fine sand to silty clay up to 4.00m depth followed by
Brownish silty clay up to 4.50m depth followed by Blackish marine silty clay up to
6.00m depth followed by Blackish marine silt & sand up to investigation depth of
10.45m.
Sieve analysis was performed by using IS sieves of size 4.75mm, 2.00mm, 0.425mm &
0.075mm & 0.002mm for obtaining particle size distribution i.e., Gravel, Sand & Silt +
Clay of Disturbed, Undisturbed & SPT samples. The grain size distributions are tabulated
under Table 9.2 indicating coarse, medium & fine grain & shown graphically in Fig 10.3.
5.0 Analysis of data:The field data and laboratory classification reveal stratification in general as given under.
5.1 Standard Penetration Resistance:A comparative study of the SPT N Values (No of blows per 300mm penetration) has
been done. The SPT N Values are ranging from 02 to >50 for 300mm penetration for
all fourteen boreholes. The average corrected SPT N values worked out as 15 for BH-01,
11 for BH-02, 15for BH-03, 11for BH-04, 22for BH-05, 16for BH-06, 13for BH-07,
18for BH-08, 07for BH-09, 17for BH-10, 16for BH-11, 12for BH-12, 11for BH-13 &
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16for BH-14. These are corrected for OBP & Dilatancy. The values of N are reported
and shown graphically in Fig. 10.2. The relationship between N value & consistency, N
value & denseness are as under
N Value 0-2 2-4 4-8 8-15 15-30 >30
Consistency Very Soft Soft Medium Stiff Very Stiff Hard
N Value 0-4 4-10 10-30 30-50 >50
Denseness Very Loose Loose Medium Dense Very Dense
5.2 Laboratory Tests:The laboratory tests were conducted on Disturbed and Undisturbed samples. The results
are given in Bore Logs. From the test results, following interpretations are made.
5.2.1 Dry Density and Moisture content:The insitu dry unit weight of soil is needed for stability analysis, for the determination of
the degree of compaction, for evaluation of void ratio and thereby to find out degree ofsaturation etc. The results are tabulated under Table 9.1 & it is compared with
Atterberg limits in Fig.10.2.
5.2.2 Atterberg Limits:The liquid and plastic limits of soils are both dependent on the amount and type of clay in
a soil and from the basis for the soil classification system for cohesive soils based on the
plasticity tests. Besides their use for identification, the plasticity tests give information
concerning the cohesion properties of soil and the amount of capillary properties of soil
and the amount of capillary water, which it can hold. The results are tabulated under
Table 9.2.
5.2.3 Specific Gravity:It has application in finding out the degree of saturation and unit weight of moist soil.
The Specific Gravity is important parameter for finding out various engineering
parameters like void ratio, degree of saturation, shear failure, etc. and is also needed in
pressure, settlement and stability problems in soil engineering. In order to determine
Specific gravity of soil, undisturbed samples were selected for all the Boreholes.
5.2.4Shear parameters:
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The controlled strain method was used in case of shear test. These parameters are used in
evaluation of stability analysis and in evaluation of ultimate bearing capacity. The
cylindrical specimen for triaxial compression (without the measurement of pore water
pressure) was prepared from undisturbed sample.Shear as well as Triaxial Compression
Test (Unconsolidated Undrained) was conducted.
Direct Shear Test was conducted on specimen remoulded at FDD and submerged for 24
hrs saturation.
Triaxial Compression (Unconsolidated Undrain Condition) test was conducted without
the measurement of pore water pressure on undisturbed mould specimen.
These results for individual samples are summarized under Table No. 9.3.
5.2.5 Swelling Characteristics:Soil sample at and below the GL were tested for swelling characteristics.
The Shrinkage limit range varies from 14 to38% for BH 01/02/03/04.The Volumetric Differential Swelling Index ranges from N.O. to 80% for BH
01/02/03/04.
These characteristics show medium expansive nature of stratum.
5.2.6 Consolidation Characteristics:
The main purpose of consolidation tests is to obtain soil data, which are used in
predicting the rate and the amount of settlement of the structure. Compression index Cc
indicates the magnitude of compression and the over consolidation pressure Pc
indicates the compaction of strata at natural condition. This test gives the values of
various parameters as under @ the foundation depth. This test is performed at 4.00m
depth in BH-01/03/05, 3.00m depth in BH-02, 5.00m depth in BH-06/13, 6.00m depth
in BH-09 and 7.00m depth in BH-10 from GL.
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6.0 Safe Bearing Capacity (SBC)Safe Bearing Capacity (SBC) based on Shear failure criterion and Safe Bearing
Pressure (SBP) based on 75 mm settlement (IS 1904: 1986) criterion is worked out.
The allowable bearing capacity shall be taken from the following values whichever is
less.
a) SBC based on Shear parameters: The Net Safe bearing capacity (SBC) basedon shear failure criterion. The Safe Bearing Capacity has been computed based on
shear strength characteristics. The evaluation of SBC is as per Indian Standard IS
6403:1981(Reaffirmed 1997).
b) SBP based on Consolidation parameters: The net safe bearing pressure thatcan be impressed on maximum settlement of 75mm (permissible value for isolated
foundations on plastic clay, silt or sandy strata as given in IS 1904: 1986). The Total
settlement has considered as per IS 8009 (Part: I) 1976 (Reaffirmed 1993.).c) SBC & SBP based on SPT N Value: The average SPT N-value is worked
out least as 07 no. of blows/300 mm penetration. These are corrected for OBP &
Dilatancy.
The safe settlement pressure is calculated by the empirical method based on N-value
as per IS 6403:1981 & IS 8009 (Part-1):1976 for usual size footings.
As per IS 2131 [Clause- 3.6, Page No. 07] Corrections applicable
Due to Overburden- The N value for cohesion less soil shall be corrected
for overburden.Due to Dilatancy - The value obtained in overburden shall be corrected
for dilatancy if the stratum consists of fine sand andsilt below water table for values of N greater than
15, N=15+1/2 (N-15)
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7.0 STRATIFICATION OF BOREHOLESBorehole 01Sub soil consists of Filled up soil with brownish non plastic fine silt & sand up to 3.00mdepth followed by Brownish medium plastic silty clay up to 4.00m depth followed by
Blackish medium to high plastic silty clay to clayey sand up to 7.50m depth followed by
Blackish non plastic fine silt & sand, gravels up to investigation depth of 10.45m.
Borehole 02Sub soil consists of Filled up soil with brownish silty sand up to 3.00m depth followed byBrownish medium to low plastic silty clay up to 4.00m depth followed by Blackishmarine silty clay with sand up to 8.00m depth followed by Blackish non plastic fine silt
& sand, gravels up to investigation depth of 10.45m.
Borehole 03Sub soil consists of Filled up soil with brownish clayey sand to silty clay up to 2.50m
depth followed by Brownish low plastic silty clay up to 4.00m depth followed byBlackish marine silty clay up to 6.00m depth followed by Blackish marine silty clay with
sand up to investigation depth of 10.45m.
Borehole 04Sub soil consists of Filled up soil with brownish clayey sand with gravels up to 4.00m
depth followed by Blackish marine silty clay up to 5.00m depth followed by Blackishmarine clayey sand with gravels up to 8.00m depth followed by Blackish non plastic siltycoarse sand & gravels up to investigation depth of 10.45m.
Borehole 05Sub soil consists of Filled up soil with brownish medium plastic silty clay with clayey
sand up to 3.50m depth followed by Brownish medium plastic silty clay up to 5.00m
depth followed by Blackish marine silty clay up to 6.00m depth followed by Blackishmarine silty with sand & few gravels up to 8.00m depth followed by Blackish non plastic
silty coarse sand with few gravels up to investigation depth of 10.45m.
Borehole 06Sub soil consists of Filled up soil with brownish silty sand to clayey sand up to 3.50m
depth followed by Brownish medium plastic silty clay up to 4.00m depth followed byBlackish marine silty clay up to 6.00m depth followed by Blackish marine silt & sandwith few gravels up to investigation depth of 10.45m.
Borehole 07Sub soil consists of Brownish fine silt & sand up to 3.00m depth followed by Brownish
high plastic silty clay up to 4.30m depth followed by Blackish marine clay up to 5.00m
depth followed by Blackish to brownish non plastic fine silt & sand up to 7.20m depthfollowed by Blackish non plastic fine sand up to 9.00m depth followed by Blackish non
plastic fine silt & sand up to investigation depth of 10.45m.
Borehole 08Sub soil consists of Filled up soil with brownish non plastic to plastic silty sand to clayey
silt with gravels up to 3.75m depth followed by Brownish medium plastic silty clay withsand & gravels up to 5.00m depth followed by Blackish marine silty clay with sand up to6.00m depth followed by Blackish marine silt & sand up to 8.50m depth followed by
Blackish marine silty clay up to 9.00m depth followed by Blackish silty sand to clayey
silt up to investigation depth of 10.45m.
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Borehole 09Sub soil consists of Brownish fine silty sand with few gravel particles up to 3.00m depth
followed by Brownish medium to high plastic silty clay up to 4.00m depth followed byBlackish marine silty clay up to 8.00m depth followed by Blackish marine silt & sand up
to investigation depth of 10.45m.
Borehole 10Sub soil consists of Filled up soil with blackish fine sand & gravels up to 3.00m depth
followed by Brownish high to medium plastic silty clay up to 4.00m depth followed byBlackish marine medium plastic silty clay up to 7.60m depth followed by Blackish
marine clayey silt with sand & gravels up to investigation depth of 10.45m.
Borehole 11Sub soil consists of Blackish fine clayey sand with few gravels up to 3.00m depth
followed by Brownish medium plastic silty clay with sand up to 4.60m depth followed by
Blackish medium to high plastic marine silty clay up to 6.70m depth followed byBlackish marine silt & sand with few gravels up to investigation depth of 10.45m.
Borehole 12Sub soil consists of Brownish fine silt & sand up to 3.00m depth followed by Brownish
high plastic silty clay up to 4.30m depth followed by Brownish clayey silt up to 5.00m
depth followed by Blackish marine clay up to 5.40m depth followed by Blackish tobrownish non plastic fine silt & sand up to investigation depth of 10.45m.
Borehole 13Sub soil consists of Brownish plastic to non plastic silty sand to clayey silt with very fewgravels up to 3.50m depth followed by Blackish marine silty clay up to 8.00m depth
followed by Blackish plastic to non plastic silty sand with gravels up to investigation
depth of 10.45m.
Borehole 14Sub soil consists of Brownish fine sand to silty clay up to 4.00m depth followed byBrownish silty clay up to 4.50m depth followed by Blackish marine silty clay up to
6.00m depth followed by Blackish marine silt & sand up to investigation depth of
10.45m.
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8.0 DISCUSSIONS:
Proposed site for Industrial Shed at Adani Port Campus, Hazira, Dist: Surat, was
explored by fourteen boreholes up to maximum 10.45m depth from GL (at different
locations as shown by Engineer Incharge. The subsequent field and laboratory test results
show that
1. The site is leveled ground & all levels mentioned in this report are w.r.t. the Existingground level.
2. The layer wise stratification is shown in individual bore logs and discussed above inSection 7.0.
3. The ground water table was observed between 3.00m to 7.50m depth in all the boreholesdepth from G.L during sub soil exploration carried out in May 2013.
4. Hydrometer curves are shown in Fig 10.3.1 to 10.3.14, SPT-NMC Curves are shown inFig 10.2.1 to 10.2.14.
5. Engineering properties of strata below foundation level, i.e. void ratio (e), Coefficient ofuniformity (Cu), Plasticity index (Ip), D60, & Soil Classification and SPT-N value indicate
the strata up to investigation depth is having lower possibility of liquefaction occurrence.
6. The stratification is based on fieldwork carried out from 14 No boreholes up to maximum10.45m depth from GL and laboratory test results of the samples collected from them.
During excavation of trenches, if any change in strata is found, it is advisable to report
immediately for further investigation.
For Bhumi Research Center
Authorized Signatory
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TABLE 9.1.1
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 01
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 22/05/13
W. T. from GL :-7.50m Completion Date:- 22/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 SPT D/S 2 3 5 8 8
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 FDD/FMC UDS 15.34
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 SPT D/S 1 2 2 4 -
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 FDD/FMC UDS 13.199 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 SPT D/S 2 2 3 5 -
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 FDD/FMC UDS 13.42
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 2 3 5 8 -
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 6 12 16 28 19
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 8 15 21 36 2319 -9.50 to -10.00 D/S D/S
20 -10.00 to-10.45 SPT D/S 11 19 34 53 29
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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TABLE 9.1.2
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 02
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 22/05/13
W. T. from GL :-7.50m Completion Date:- 22/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 FDD/FMC UDS 15.14
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 3 5 6 11 13
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 FDD/FMC UDS 13.15
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 SPT D/S 1 1 1 2 -9 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 FDD/FMC UDS 12.92
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 1 2 1 3 -
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 FDD/FMC UDS 13.56
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 3 3 8 11 9
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 9 12 19 31 2119 -9.50 to -10.00 D/S D/S
20 -10.00 to-10.45 SPT D/S 12 16 20 36 22
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 015
TABLE 9.1.3
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 03
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 23/05/13
W. T. from GL :-3.00m Completion Date:- 23/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 SPT D/S 3 4 5 9 -
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 3 4 6 10 -
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 FDD/FMC UDS 14.41
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 FDD/FMC UDS 13.239 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 SPT D/S 1 1 2 3 -
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 4 6 9 15 -
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 5 8 13 21 -
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 5 9 16 25 -
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 7 12 17 29 -19 -10.00 to -10.45 SPT D/S 9 15 19 34 -
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 017
TABLE 9.1.5
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 05
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 21/05/13
W. T. from GL :-NO Completion Date:- 21/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 SPT D/S 4 6 7 13 -
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 5 6 6 12 -
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 FDD/FMC UDS 16.15
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 FDD/FMC UDS 12.909 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 FDD/FMC UDS 13.81
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 5 7 9 16 -
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 6 10 18 28 21
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 5 13 22 35 22
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 14 27 50 77 4019 -9.50 to -10.00 D/S D/S
20 -10.00 to -10.45 SPT D/S 50 50 - >50 10cm
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 018
TABLE 9.1.6
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 06
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 21/05/13
W. T. from GL :-NO Completion Date:- 21/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 SPT D/S 5 6 8 14 14
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 4 5 6 11 -
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 SPT D/S 3 4 4 8 -
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 FDD/FMC UDS 13.689 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 FDD/FMC UDS 12.97
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 4 7 10 17 16
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 5 8 12 20 17
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 6 9 15 24 18
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 6 12 17 29 2019 -9.50 to -10.00 SPT D/S 8 15 19 34 22
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 019
TABLE 9.1.7
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 07
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 20/05/13
W. T. from GL :-3.00m Completion Date:- 20/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 FDD/FMC UDS 15.81
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 6 7 7 14 15
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 SPT D/S 5 7 8 15 15
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 SPT D/S 1 1 2 3 -9 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 FDD/FMC UDS 16.09
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 5 7 10 17 15
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 3 5 6 11 10
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 2 8 9 17 13
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 5 9 11 20 1519 -9.50 to -10.00 D/S D/S
20 -10.00 to -10.45 SPT D/S 6 10 13 23 16
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 020
TABLE 9.1.8
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 08
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 22/05/13
W. T. from GL :-NO Completion Date:- 22/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 SPT D/S 3 4 6 10 10
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 3 4 4 8 8
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 SPT D/S 4 5 8 13 13
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 FDD/FMC UDS 12.819 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 SPT D/S 1 1 1 2 -
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 4 6 8 14 14
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 6 11 15 26 20
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 8 14 19 33 22
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 9 18 24 42 2619 -9.50 to -10.00 D/S D/S
20 -10.00 to -10.45 SPT D/S 12 22 26 48 28
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 021
TABLE 9.1.9
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 09
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 23/05/13
W. T. from GL :-6.00m Completion Date:- 23/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 SPT D/S 3 5 7 12 12
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 FDD/FMC UDS 15.93
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 SPT D/S 2 2 3 5 5
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 FDD/FMC UDS 12.899 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 SPT D/S 1 1 1 2 -
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 FDD/FMC UDS 13.18
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 2 2 3 5 -
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 2 3 4 7 -
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 3 4 4 8 719 -9.50 to -10.00 D/S D/S
20 -10.00 to -10.45 SPT D/S 8 12 18 30 20
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 022
TABLE 9.1.10
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 10
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 21/05/13
W. T. from GL :-NO Completion Date:- 21/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 FDD/FMC UDS 16.22
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 2 4 6 10 13
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 FDD/FMC UDS 13.30
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 SPT D/S 1 1 2 3 -9 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 FDD/FMC UDS 12.76
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 1 1 2 3 -
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 FDD/FMC UDS 14.55
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 6 11 18 29 19
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 10 16 28 44 2619 -9.50 to -10.00 D/S D/S
20 -10.00 to -10.45 SPT D/S 13 22 39 61 32
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 023
TABLE 9.1.11
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 11
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 21/05/13
W. T. from GL :-NO Completion Date:- 21/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 FDD/FMC UDS 12.48
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 5 8 16 24 -
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 FDD/FMC UDS 14.71
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 SPT D/S 2 2 2 4 -9 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 FDD/FMC UDS 15.13
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 2 1 2 3 -
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 6 8 10 18 16
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 8 12 16 28 19
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 10 15 20 35 2219 -9.50 to -10.00 D/S D/S
20 -10.00 to -10.45 SPT D/S 12 22 38 60 31
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 024
TABLE 9.1.12
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 12
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 20/05/13
W. T. from GL :-3.00m Completion Date:- 20/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 SPT D/S 4 6 6 12 12
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 FDD/FMC UDS 18.47
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 SPT D/S 1 2 2 4 -
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 FDD/FMC UDS 14.319 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 SPT D/S 7 8 8 16 -
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 4 5 4 9 9
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 FDD/FMC UDS 13.51
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 6 6 7 13 11
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 5 7 9 16 1419 -9.50 to -10.00 D/S D/S
20 -10.00 to -10.45 SPT D/S 6 11 13 24 17
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 025
TABLE 9.1.13
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 13
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 25/05/13
W. T. from GL :-3.00m Completion Date:- 25/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 FDD/FMC UDS 13.52
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 SPT D/S 2 4 5 9 11
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 FDD/FMC UDS 15.27
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 SPT D/S 1 1 1 2 29 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 FDD/FMC UDS 12.26
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 1 1 2 3 3
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 1 1 2 3 3
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 4 8 15 23 18
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 5 9 18 27 2019 -10.00 to -10.45 SPT D/S 6 12 24 36 23
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 026
TABLE 9.1.14
SUMMARY OF FIELD PROGRAMME
Reference Level :- GL Bore No. :- 14
Type of Boring :-Shell auger & Casing Soil sampler used :- Shelby + SPT
Dia. of Boring :-150mm Date of start :- 25/05/13
W. T. from GL :-3.00m Completion Date:- 25/05/13No. of blowsSr.
No.
Depth from
GL (m)Type of Test
Type of
Sample
FDD
(kN/m3) 150mm 150mm 150mm
N per
300mm
Corted
N#
1 0.00 to -0.50 D/S D/S
2 -1.00 to -1.45 SPT D/S 2 4 5 9 9
3 -1.50 to -1.50 D/S D/S
4 -2.00 to -2.45 FDD/FMC UDS 13.26
5 -2.50 to -3.00 D/S D/S
6 -3.00 to -3.45 SPT D/S 3 5 8 13 -
7 -3.50 to -4.00 D/S D/S
8 -4.00 to -4.45 FDD/FMC UDS 14.049 -4.50 to -5.00 D/S D/S
10 -5.00 to -5.45 SPT D/S 1 1 1 2 -
11 -5.50 to -6.00 D/S D/S
12 -6.00 to -6.45 SPT D/S 4 7 11 18 16
13 -6.50 to -7.00 D/S D/S
14 -7.00 to -7.45 SPT D/S 5 8 13 21 17
15 -7.50 to -8.00 D/S D/S
16 -8.00 to -8.45 SPT D/S 7 11 15 26 18
17 -8.50 to -9.00 D/S D/S
18 -9.00 to -9.45 SPT D/S 7 13 19 32 2119 -10.00 to -10.45 SPT D/S 9 16 21 37 23
Abbreviations: -
FDD/FMC :Field Dry Density/ Field Moisture Content
UDS :Undisturbed Sample
SPT :Standard Penetration Test
D/S : Disturbed Sample
# : SPT-N values are corrected for OBP & Dilatancy.
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Project No. Sheet No.
130582 027
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 5 2 20 54 30 NP NP SM
-1.00 to -1.45 S 7 3 25 45 31 NP NP SM
-1.50 to -1.50 D/S 5 1 21 53 31 NP NP SM
-2.00 to -2.45 UDS 5 0 10 68 15 1 32 NP NP SM 21
-2.50 to -3.00 D/S 0 0 6 79 30 NP NP SM
-3.00 to -3.45 S 0 0 1 23 36 15 21 CI
-3.50 to -4.00 D/S 0 0 1 22 36 15 21 CI
-4.00 to -4.45 UDS 0 0 2 8 43 47 56 25 31 CH 43
-4.50 to -5.00 D/S 2 1 9 63 59 25 34 SC
-5.00 to -5.45 S 0 0 1 3 57 22 34 CH
-5.50 to -6.00 D/S 0 0 0 2 38 20 17 CI
-6.00 to -6.45 UDS 0 0 0 3 73 24 39 20 19 CI 40-6.50 to -7.00 D/S 0 0 0 2 40 20 20 CI
-7.00 to -7.45 S 0 0 0 3 43 23 20 CI
-7.50 to -8.00 D/S 0 0 6 74 46 NP NP SM
-8.00 to -8.45 S 0 0 5 75 37 NP NP SM
-8.50 to -9.00 D/S 5 2 21 60 30 NP NP SM
-9.00 to -9.45 S 1 2 25 55 40 NP NP SM
-9.50 to -10.00 D/S 3 3 30 46 28 NP NP SM
-10.00 to -10.45 S 1 2 22 54 33 NP NP SM
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed Sample
NP Non plastic nature
76
96
13
TABLE -9.2.1
SUMMARY OF GRAIN SIZE ANALYSIS & ATTERBERG LIMITS
LLType
of SoilPL PIDepth RL
20
Gravel
>4.75
mm
NMCSample
15
Sand
4.75 mm-0.075mm
18
Silt
8/13/2019 130582_Report
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Project No. Sheet No.
130582 028
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 14 3 27 39 37 28 8 SM
-1.00 to -1.45 UDS 20 5 31 29 14 1 32 25 8 SM 5
-1.50 to -1.50 D/S 8 5 32 36 35 NP NP SM
-2.00 to -2.45 S 2 1 19 61 30 NP NP SM
-2.50 to -3.00 D/S 1 1 21 60 39 28 11 SM
-3.00 to -3.45 UDS 1 0 2 26 45 25 34 17 17 CL 36
-3.50 to -4.00 D/S 0 0 2 25 35 16 19 CI-CL
-4.00 to -4.45 S 1 0 1 6 53 25 28 CH
-4.50 to -5.00 D/S 18 3 18 46 54 26 28 SC
-5.00 to -5.45 UDS 0 0 0 1 53 45 63 24 38 CH 40
-5.50 to -6.00 D/S 0 0 0 3 49 23 26 CI
-6.00 to -6.45 S 0 0 0 4 47 23 24 CI
-6.50 to -7.00 D/S 1 0 0 2 44 20 23 CI
-7.00 to -7.45 UDS 0 0 1 8 70 21 39 19 20 CI 37
-7.50 to -8.00 D/S 0 0 0 6 35 20 15 CI-CL
-8.00 to -8.45 S 0 1 18 62 35 NP NP SM
-8.50 to -9.00 D/S 2 1 18 62 38 NP NP SM
-9.00 to -9.45 S 3 1 14 59 35 NP NP SM
-9.50 to -10.00 D/S 0 1 11 65 36 NP NP SM
-10.00 to -10.45 S 0 0 14 61 33 NP NP SM
-10.45
F Fine Grain UDS Undisturbed SampleM Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed Sample
NP Non plastic nature
18
23
19
25
23
14
96
96
93
97
73
93
Sample
16
Sand
4.75 mm-0.075mm
17
Silt
8/13/2019 130582_Report
33/100
Project No. Sheet No.
130582 029
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 0 0 4 71 70 24 45 SC-1.00 to -1.45 S 1 0 4 59 64 24 40 SC
-1.50 to -1.50 D/S 0 0 1 28 34 19 14 CL
-2.00 to -2.45 S 0 0 1 54 33 21 12 SC
-2.50 to -3.00 D/S 0 0 2 31 34 16 18 CL
-3.00 to -3.45 UDS 0 0 5 29 42 23 31 12 19 CL 35
-3.50 to -4.00 D/S 0 0 2 33 33 16 17 CL
-4.00 to -4.45 UDS 0 0 1 5 58 36 53 25 28 CH 40
-4.50 to -5.00 D/S 0 0 0 7 52 23 29 CH
-5.00 to -5.45 S 0 0 0 7 50 43 63 28 36 CH
-5.50 to -6.00 D/S 0 0 0 3 51 21 29 CH
-6.00 to -6.45 S 0 0 13 71 44 19 25 SC
-6.50 to -7.00 D/S 0 0 8 61 36 17 18 SC-7.00 to -7.45 S 0 0 12 67 48 24 24 SC
-7.50 to -8.00 D/S 0 1 0 6 42 22 21 CI
-8.00 to -8.45 S 2 0 11 54 39 24 16 SC
-8.50 to -9.00 D/S 0 0 9 58 38 22 16 SC
-9.00 to -9.45 S 0 0 8 55 42 25 17 SC
-10.00 to -10.45 S 0 0 10 59 35 22 13 SC
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed Sample
NP Non plastic nature
34
31
32
36
93
16
3121
92
97
65
Sample
67
Sand
4.75 mm-0.075mm
25
Silt
8/13/2019 130582_Report
34/100
Project No. Sheet No.
130582 030
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 3 2 21 54 54 25 29 SC
-1.00 to -1.45 UDS 19 2 17 46 10 6 32 12 19 SC 9
-1.50 to -1.50 D/S 0 0 2 70 64 30 34 SC
-2.00 to -2.45 S 0 0 1 13 34 18 16 CL
-2.50 to -3.00 D/S 0 0 6 73 46 24 22 SC
-3.00 to -3.45 S 0 0 6 75 39 19 19 SC
-3.50 to -4.00 D/S 1 0 9 71 58 21 37 SC
-4.00 to -4.45 S 0 3 4 3 61 29 40 19 21 CI
-4.50 to -5.00 D/S 0 0 1 15 49 19 30 CI
-5.00 to -5.45 S 1 1 3 71 57 26 30 SC
-5.50 to -6.00 D/S 0 2 17 63 65 26 39 SC
-6.00 to -6.45 S 11 3 21 50 68 26 42 SC
-6.50 to -7.00 D/S 4 5 29 45 47 24 23 SC
-7.00 to -7.45 S 16 3 19 48 53 30 24 SM
-7.50 to -8.00 D/S 16 4 17 46 58 36 22 SM
-8.00 to -8.45 S 12 6 25 41 54 31 23 SM
-8.50 to -9.00 D/S 19 4 20 39 37 NP NP SM
-9.00 to -9.45 S 9 5 21 48 34 NP NP SM
-9.50 to -10.00 S 5 3 20 59 33 NP NP SM
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed SampleNP Non plastic nature
19
24
18
TABLE -9.2.4
SUMMARY OF GRAIN SIZE ANALYSIS & ATTERBERG LIMITS
LLType
of SoilPL PIDepth RL
28
Gravel
>4.75
mm
85
NMCSample
21
Sand
4.75 mm-0.075mm
20
Silt
8/13/2019 130582_Report
35/100
Project No. Sheet No.
130582 031
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 0 0 11 1 41 22 20 CI-1.00 to -1.45 S 0 0 14 69 36 15 21 SC
-1.50 to -1.50 D/S 0 0 1 13 43 19 24 CI
-2.00 to -2.45 S 0 0 1 77 42 21 21 SC
-2.50 to -3.00 D/S 0 0 1 83 42 25 17 SC
-3.00 to -3.45 UDS 0 0 14 70 15 1 28 13 15 SC 12
-3.50 to -4.00 D/S 0 0 3 16 43 19 24 CI
-4.00 to -4.45 UDS 0 0 3 8 66 23 46 18 28 CI 40
-4.50 to -5.00 D/S 0 0 1 9 43 18 26 CI
-5.00 to -5.45 UDS 0 0 1 5 67 28 49 20 29 CI 38
-5.50 to -6.00 D/S 0 0 1 34 41 19 22 CI
-6.00 to -6.45 S 0 0 2 49 32 15 17 SC
-6.50 to -7.00 D/S 1 1 20 43 41 29 12 SM
-7.00 to -7.45 S 2 2 20 35 33 26 8 SM
-7.50 to -8.00 D/S 2 1 36 40 39 30 8 SM
-8.00 to -8.45 S 4 1 20 44 27 NP NP SM
-8.50 to -9.00 D/S 1 3 43 35 32 NP NP SM
-9.00 to -9.45 S 0 0 42 38 29 NP NP SM
-9.50 to -10.00 D/S 2 2 44 35 33 NP NP SM
-10.00 to -10.45 S 4 3 53 26 27 NP NP SM
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration TestC Coarse Grain D/S Disturbed Sample
NP Non plastic nature
19
17
31
15
20
91
48
36
41
21
65
80
Sample
17
Sand
4.75 mm-0.075mm
88
Silt
8/13/2019 130582_Report
36/100
Project No. Sheet No.
130582 032
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 3 2 26 55 35 24 10 SM-1.00 to -1.45 S 1 0 8 75 34 24 10 SM
-1.50 to -1.50 D/S 0 0 7 60 35 24 11 SM
-2.00 to -2.45 S 0 0 9 62 28 17 11 SC
-2.50 to -3.00 D/S 0 0 9 36 33 15 18 CL
-3.00 to -3.45 S 1 1 16 69 34 17 17 SC
-3.50 to -4.00 D/S 0 0 1 15 40 17 22 CI
-4.00 to -4.45 UDS 0 0 1 6 63 30 45 21 24 CI 40
-4.50 to -5.00 D/S 0 0 0 4 49 22 27 CI
-5.00 to -5.45 UDS 0 0 0 2 78 19 41 23 18 CI 50
-5.50 to -6.00 D/S 0 1 1 6 51 24 27 CH
-6.00 to -6.45 S 0 2 22 56 33 24 9 SM
-6.50 to -7.00 D/S 1 2 20 56 33 26 7 SM
-7.00 to -7.45 S 2 1 17 66 35 27 7 SM
-7.50 to -8.00 D/S 1 2 19 62 45 37 8 SM
-8.00 to -8.45 S 0 1 14 64 37 26 12 SM
-8.50 to -9.00 D/S 1 1 17 57 38 26 12 SM
-9.00 to -9.45 S 0 1 15 60 37 27 10 SM
-9.50 to -10.00 S 0 0 11 66 27 18 9 SC
-10.00 to -10.45 S
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration TestC Coarse Grain D/S Disturbed Sample
NP Non plastic nature
14
24
TABLE -9.2.6
SUMMARY OF GRAIN SIZE ANALYSIS & ATTERBERG LIMITS
LLType
of SoilPL PIDepth RL
32
Gravel
>4.75
mm
30
NMCSample
55
Sand
4.75 mm-0.075mm
14
Silt
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Project No. Sheet No.
130582 033
BH-07
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)0.00 to -0.50 D/S 0 0 31 47 29 NP NP SM
-1.00 to -1.45 UDS 0 1 8 44 44 3 30 NP NP SM 18
-1.50 to -1.50 D/S 1 3 21 38 36 NP NP SM
-2.00 to -2.45 S 0 0 3 56 34 NP NP SM
-2.50 to -3.00 D/S 0 0 11 51 35 2 30 NP NP SM
-3.00 to -3.45 S 0 0 4 65 31 NP NP SM
-3.50 to -4.00 D/S 0 0 0 34 56 21 36 CH
-4.00 to -4.45 S 1 6 7 14 38 34 65 23 42 CH
-4.50 to -5.00 D/S 0 0 3 5 62 26 36 CH
-5.00 to -5.45 UDS 1 5 7 29 53 5 32 NP NP ML 24
-5.50 to -6.00 D/S 0 0 2 35 33 NP NP ML
-6.00 to -6.45 S 0 0 2 24 32 NP NP ML-6.50 to -7.00 D/S 0 0 6 47 29 NP NP SM
-7.00 to -7.45 S 2 1 45 39 29 NP NP SM
-7.50 to -8.00 D/S 1 1 21 43 26 NP NP SM
-8.00 to -8.45 S 4 3 53 22 28 NP NP SM
-8.50 to -9.00 D/S 2 2 57 18 29 NP NP SM
-9.00 to -9.45 S 0 0 12 57 30 NP NP SM
-9.50 to -10.00 D/S 6 3 21 12 28 NP NP ML
-10.00 to -10.45 S 0 0 8 30 29 NP NP ML
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed Sample
NP Non plastic nature
66
47
TABLE -9.2.7
SUMMARY OF GRAIN SIZE ANALYSIS & ATTERBERG LIMITS
LLType
of SoilPL PIDepth RL NMCSample
Sand
4.75 mm-0.075mm
31
20
36
92
23
Silt
8/13/2019 130582_Report
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Project No. Sheet No.
130582 034
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 0 0 4 76 41 NP NP SM-1.00 to -1.45 S 0 0 5 76 33 NP NP SM
-1.50 to -1.50 D/S 0 0 1 58 41 NP NP SM
-2.00 to -2.45 S 0 0 3 62 43 NP NP SM
-2.50 to -3.00 D/S 0 0 2 65 44 NP NP SM
-3.00 to -3.45 S 2 0 2 60 41 NP NP SM
-3.50 to -4.00 D/S 0 2 3 33 36 27 9 MI
-4.00 to -4.45 UDS 0 0 1 15 73 11 43 24 18 CI 46
-4.50 to -5.00 D/S 3 0 1 3 41 18 23 CI
-5.00 to -5.45 S 0 0 2 19 36 17 19 CI
-5.50 to -6.00 D/S 0 0 1 13 37 19 18 CI
-6.00 to -6.45 S 0 0 1 56 30 16 14 SC
-6.50 to -7.00 D/S 0 0 1 42 39 NP NP MI
-7.00 to -7.45 S 0 0 1 59 43 29 14 SM
-7.50 to -8.00 D/S 1 0 1 48 41 NP NP MI
-8.00 to -8.45 S 0 0 0 0 80 20 45 NP NP MI
-8.50 to -9.00 D/S 0 0 0 3 44 21 23 CI
-9.00 to -9.45 S 0 0 1 50 38 28 10 SM
-9.50 to -10.00 D/S 0 1 1 50 38 29 9 SM
-10.00 to -10.45 S 0 0 1 46 36 27 9 MI
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration TestC Coarse Grain D/S Disturbed Sample
NP Non plastic nature
35
79
96
TABLE -9.2.8
SUMMARY OF GRAIN SIZE ANALYSIS & ATTERBERG LIMITS
LLType
of SoilPL PIDepth RL
40
Gravel
>4.75
mm
35
NMCSample
33
Sand
4.75 mm-0.075mm
20
Silt
8/13/2019 130582_Report
39/100
Project No. Sheet No.
130582 035
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)0.00 to -0.50 D/S 4 1 16 62 29 NP NP SM
-1.00 to -1.45 S 1 0 9 68 29 NP NP SM
-1.50 to -1.50 D/S 0 0 5 76 33 NP NP SM
-2.00 to -2.45 UDS 0 0 5 76 18 1 34 NP NP SM 21
-2.50 to -3.00 D/S 0 0 10 66 28 NP NP SM
-3.00 to -3.45 S 0 0 2 33 33 NP NP ML
-3.50 to -4.00 D/S 0 0 3 33 36 17 19 CI
-4.00 to -4.45 UDS 1 1 5 14 45 34 54 24 30 CH 40
-4.50 to -5.00 D/S 0 0 1 3 54 26 28 CH
-5.00 to -5.45 S 0 0 0 3 54 26 27 CH
-5.50 to -6.00 D/S 0 0 0 2 49 23 26 CI
-6.00 to -6.45 UDS 0 0 0 5 67 28 44 23 21 CI 34
-6.50 to -7.00 D/S 0 0 0 22 47 22 25 CI
-7.00 to -7.45 S 0 0 2 15 38 22 16 CI
-7.50 to -8.00 D/S 0 0 1 7 44 22 22 CI
-8.00 to -8.45 S 0 0 0 7 42 21 21 CI
-8.50 to -9.00 D/S 0 1 14 60 37 NP NP SM
-9.00 to -9.45 S 0 1 15 59 31 NP NP SM
-9.50 to -10.00 D/S 1 3 54 28 30 NP NP SM
-10.00 to -10.45 S 0 1 13 60 29 NP NP SM
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed Sample
NP Non plastic nature
65
96
25
15
92
26
24
96
78
83
92
98
64
Sample
24
Sand
4.75 mm-0.075mm
17
Silt
8/13/2019 130582_Report
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Project No. Sheet No.
130582 036
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 3 2 31 58 35 NP NP SW-SM-1.00 to -1.45 UDS 6 1 17 60 15 1 32 NP NP SM 16
-1.50 to -1.50 D/S 0 2 19 61 32 NP NP SM
-2.00 to -2.45 S 17 2 19 43 34 NP NP SM
-2.50 to -3.00 D/S 1 1 7 75 32 NP NP SM
-3.00 to -3.45 UDS 0 0 1 20 60 18 42 NP NP MI 35
-3.50 to -4.00 D/S 0 0 2 14 50 17 33 CH-CI
-4.00 to -4.45 S 0 0 1 9 53 15 38 CH
-4.50 to -5.00 D/S 0 0 1 5 50 24 26 CH-CI
-5.00 to -5.45 UDS 0 0 1 4 64 31 40 19 21 CI 42
-5.50 to -6.00 D/S 0 0 0 2 47 23 24 CI
-6.00 to -6.45 S 4 1 10 59 48 26 22 SC
-6.50 to -7.00 D/S 0 0 0 3 47 24 23 CI-7.00 to -7.45 UDS 0 0 0 4 68 28 37 19 18 CI 30
-7.50 to -8.00 D/S 0 0 0 7 38 18 21 CI
-8.00 to -8.45 S 0 1 9 63 37 26 11 SM
-8.50 to -9.00 D/S 4 1 10 59 33 26 7 SM
-9.00 to -9.45 S 3 1 9 60 33 NP NP SM
-9.50 to -10.00 D/S 1 1 10 63 33 NP NP SM
-10.00 to -10.45 S 2 2 11 57 30 NP NP SM
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed SampleNP Non plastic nature
25
TABLE -9.2.10
SUMMARY OF GRAIN SIZE ANALYSIS & ATTERBERG LIMITS
LLType
of SoilPL PIDepth RL
19
Gravel
>4.75
mm
19
NMCSample
17
Sand
4.75 mm-0.075mm
6
Silt
8/13/2019 130582_Report
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Project No. Sheet No.
130582 037
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 4 1 23 58 43 22 21 SC-1.00 to -1.45 UDS 4 2 14 63 15 1 32 11 21 SC 40
-1.50 to -1.50 D/S 2 2 29 40 44 23 21 SC
-2.00 to -2.45 S 1 0 14 71 42 21 21 SC
-2.50 to -3.00 D/S 0 0 17 50 36 17 18 SC
-3.00 to -3.45 UDS 0 0 3 48 43 6 26 NP NP SM 13
-3.50 to -4.00 D/S 0 0 4 46 31 25 7 SM
-4.00 to -4.45 S 0 0 8 31 40 17 22 CI
-4.50 to -5.00 D/S 0 0 4 34 40 17 23 CI
-5.00 to -5.45 UDS 0 0 0 1 81 18 46 21 25 CI 33
-5.50 to -6.00 D/S 0 0 0 2 45 24 21 CI
-6.00 to -6.45 S 0 0 1 3 56 24 32 CH
-6.50 to -7.00 D/S 0 0 1 4 43 19 24 CI
-7.00 to -7.45 S 2 2 14 66 41 29 12 SM
-7.50 to -8.00 D/S 2 3 11 65 37 28 8 SM
-8.00 to -8.45 S 2 2 17 61 35 22 13 SC
-8.50 to -9.00 D/S 2 1 15 64 45 29 16 SM
-9.00 to -9.45 S 2 3 17 63 47 29 19 SM
-9.50 to -10.00 D/S 2 2 14 66 43 NP NP SM
-10.00 to -10.45 S 5 0 11 69 38 NP NP SM
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration TestC Coarse Grain D/S Disturbed Sample
NP Non plastic nature
16
18
14
16
62
96
95
13
15
98
50
Sand
4.75 mm-0.075mm
14
Silt
8/13/2019 130582_Report
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Project No. Sheet No.
130582 038
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 0 0 12 65 30 NP NP SM
-1.00 to -1.45 S 2 0 1 45 28 NP NP ML
-1.50 to -1.50 D/S 3 1 4 20 31 NP NP ML
-2.00 to -2.45 UDS 0 0 23 52 22 3 29 NP NP SM 11
-2.50 to -3.00 D/S 0 2 7 47 30 NP NP SM
-3.00 to -3.45 S 0 0 2 7 67 28 39 CH
-3.50 to -4.00 D/S 2 1 2 5 60 28 32 CH
-4.00 to -4.45 UDS 2 3 2 9 56 28 54 25 29 CH 30
-4.50 to -5.00 D/S 0 6 14 24 31 NP NP ML
-5.00 to -5.45 S 0 0 1 27 45 23 21 CI
-5.50 to -6.00 D/S 0 0 1 12 47 31 15 MI-6.00 to -6.45 S 0 0 0 20 30 NP NP ML
-6.50 to -7.00 D/S 0 0 0 26 30 NP NP ML
-7.00 to -7.45 UDS 1 0 4 29 56 10 31 NP NP ML 36
-7.50 to -8.00 D/S 1 0 3 31 32 NP NP ML
-8.00 to -8.45 S 0 0 4 48 29 NP NP SM
-8.50 to -9.00 D/S 0 0 2 38 31 NP NP ML
-9.00 to -9.45 S 1 0 3 56 30 NP NP SM
-9.50 to -10.00 D/S 0 0 1 16 33 NP NP ML
-10.00 to -10.45 S 0 0 1 37 28 NP NP ML
-10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed Sample
NP Non plastic nature
74
57
80
72
60
83
48
62
40
66
87
90
44
92
52
71
Gravel
>4.75
mm
Sand
4.75 mm-0.075mm
23
Silt
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Project No. Sheet No.
130582 039
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 2 3 23 55 38 27 12 SM
-1.00 to -1.45 UDS 1 1 18 6 62 12 31 NP NP ML 7
-1.50 to -1.50 D/S 0 0 11 61 41 28 13 SM
-2.00 to -2.45 S 0 1 17 64 37 25 12 SM
-2.50 to -3.00 D/S 0 0 5 77 38 30 8 SM
-3.00 to -3.45 UDS 2 1 11 65 19 2 32 NP NP SM 26
-3.50 to -4.00 D/S 0 0 2 22 37 28 9 MI
-4.00 to -4.45 S 0 0 1 6 46 22 23 CI
-4.50 to -5.00 D/S 0 0 0 2 42 21 22 CI
-5.00 to -5.45 UDS 0 0 2 7 49 42 53 23 30 CH 40
-5.50 to -6.00 D/S 0 0 0 2 50 22 28 CH-CI
-6.00 to -6.45 S 0 0 0 4 36 18 18 CI-6.50 to -7.00 D/S 0 1 0 3 36 21 15 CI
-7.00 to -7.45 S 0 0 0 5 37 19 18 CI
-7.50 to -8.00 D/S 0 0 0 6 41 19 22 CI
-8.00 to -8.45 S 4 2 23 47 40 29 11 SM
-8.50 to -9.00 D/S 7 2 20 43 40 NP NP SM
-9.00 to -9.45 S 2 1 21 45 37 26 11 SM
-10.00 to -10.45 S 3 2 21 47 40 NP NP SM
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration Test
C Coarse Grain D/S Disturbed Sample
NP Non plastic nature
27
TABLE -9.2.13
SUMMARY OF GRAIN SIZE ANALYSIS & ATTERBERG LIMITS
LLType
of SoilPL PIDepth RL
28
Gravel
>4.75
mm
19
NMCSample
18
Sand
4.75 mm-0.075mm
18
Silt
8/13/2019 130582_Report
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Project No. Sheet No.
130582 040
C M F
(m) (%) (%) (%) (%) (%) (%) (%) (%) (%) (%)
0.00 to -0.50 D/S 0 1 18 68 40 NP NP SM-1.00 to -1.45 S 3 1 25 53 41 NP NP SM
-1.50 to -1.50 D/S 0 0 1 49 40 NP NP MI
-2.00 to -2.45 UDS 10 3 7 11 32 NP NP ML 7
-2.50 to -3.00 D/S 0 0 1 10 43 22 21 CI
-3.00 to -3.45 S 0 0 12 74 57 22 34 SC
-3.50 to -4.00 D/S 0 0 8 74 65 25 40 SC
-4.00 to -4.45 UDS 0 0 1 8 49 42 54 21 33 CH 35
-4.50 to -5.00 D/S 0 0 1 9 50 20 31 CH-CI
-5.00 to -5.45 S 0 0 1 7 49 42 62 23 39 CH
-5.50 to -6.00 D/S 0 0 1 9 45 20 25 CI
-6.00 to -6.45 S 9 2 16 47 39 NP NP SM
-6.50 to -7.00 D/S 0 0 7 54 41 NP NP SM
-7.00 to -7.45 S 5 0 2 31 36 NP NP MI
-7.50 to -8.00 D/S 0 0 1 47 37 NP NP MI
-8.00 to -8.45 S 0 1 10 54 43 NP NP SM
-8.50 to -9.00 D/S 2 0 12 53 42 NP NP SM
-9.00 to -9.45 S 0 2 14 59 40 NP NP SM
-10.00 to -10.45 S 9 1 8 52 36 NP NP SM
-10.45 to -10.90
10.45
F Fine Grain UDS Undisturbed Sample
M Medium Grain S Standard Penetration TestC Coarse Grain D/S Disturbed Sample
NP Non plastic nature
15
33
29
35
25
90
26
39
61
52
91
18
Sample
89
Sand
4.75 mm-0.075mm
13
Silt
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Project No. Sheet No.
130582 041
TABLE 9.3
STATEMENT SHOWING SHEAR & CONSOLIDATION PARAMETERS
Shear parametersSwelling
Characteristics
Consolidation
ParametersBorehole
No.
DepthfromGL
(m)
Classification
Typec
kN/m2
Angle
Deg.
Swelling
Index (%)
Shrinkage
Limit (%)
Comp.
Index
(Cc)
Pre Cons.
Pressure
(Pc)kN/m
2
2.00 SM DS 0.00 31 N.O. -
4.00 CH
Tuu
DS
45.84
39.18
6
8
70 14 0.236 101.0401
6.00 CI DS 15.19 23 20 30
3.00 CL DS 10.58 25 20 20
5.00 CH
Tuu
DS
40.88
30.65
8
1280 20 0.228 112.8202
7.00 CI DS 16.00 22 40 21
3.00 CL DS 9.96 25 20 -
034.00 CL
Tuu
DS
45.19
36.50
7
11
60 19 0.167 98.10
04 1.00 SC DS 3.00 27 N.O. - - -
3.00 SC DS 0.00 31 N.O. -
4.00 CI DS 15.85 21 40 22 0.243 119.6805
5.00 CI
Tuu
DS
40.46
15.53
12
2120 38
4.00 CI
Tuu
DS
37.23
30.72
12
15
30 2106
5.00 CI DS 32.87 13 30 22 0.391 92.21
1.00 SM DS 0.00 31 N.O. -07
5.00 ML DS 5.63 26 N.O. - - -
08 4.00 CI
Tuu
DS
40.91
14.05
11
2150 21 - -
8/13/2019 130582_Report
46/100
Project No. Sheet No.
130582 042
2.00 SM DS 0.00 32 N.O. -
4.00 CHTuu
DS
45.87
34.85
8
12
40 2309
6.00 CI DS 15.01 21 60 25 0.217 139.30
3.00 MI DS 8.70 26 50 -
5.00 CITuu
DS
43.01
28.31
9
14
N.O. 2110
7.00 CI DS 13.22 23 10 27 0.184 117.72
3.00 SM DS 0.00 31 N.O. -11
5.00 CI DS 14.27 23 40 20 - -
2.00 SM DS 0.00 30 - -
4.00 CH
Tuu
DS
52.15
29.77
7
14- 2712
7.00 ML DS 8.80 26 - - - -
3.00 SM DS 0.00 31 N.O. -
135.00 CH
Tuu
DS
39.03
33.33
9
1470 21 0.300 103.99
2.00 ML DS 8.80 26 N.O. -
14
4.00 CH
Tuu
DS
49.47
28.85
6
1580 17 - -
DS : Direct Shear on specimen remoulded on FDD and submerged for 24 hrs saturation
Tuu : Triaxial Compression (Unconsolidated Undrain Condition)
N.O.: Not Observed
8/13/2019 130582_Report
47/100
Project No. Sheet No.
130582 043
Fig. 10.1 Location Map Location Map not as per the scale
8/13/2019 130582_Report
48/100
Project No. Sheet No.
130582 044
G
roundSurfaceLevel:-0.0
0
Groundwater
tablefromGL:-
7.50
P
roject:
N:2333367.625,E:255038.4
08
Date:
150mm150mm150mm'N
'per
300mm
0.0
0to-0.5
0
SM
30
NP
D/S
-1.0
0to-1.4
5
SM
31
NP
S
2
3
5
8
-1.5
0to-1.5
0
SM
31
NP
D/S
-2.0
0to-2.4
5
SM
32
NP2
1
UDS
-2.5
0to-3.0
0
SM
30
NP
D/S
-3.0
0to-3.4
5
CI
36
15
S
1
2
2
4
-3.5
0to-4.0
0
CI
36
15
D/S
-4.0
0to-4.4
5
CH
56
254
3
UDS
-4.5
0to-5.0
0
SC
59
25
D/S
-5.0
0to-5.4
5
CH
57
22
S
2
2
3
5
-5.5
0to-6.0
0
CI
38
20
D/S
-6.0
0to-6.4
5
CI
39
204
0
UDS
-6.5
0to-7.0
0
CI
40
20
D/S
-7.0
0to-7.4
5
CI
43
23
S
2
3
5
8
-7.5
0to-8.0
0
SM
46
NP
D/S
-8.0
0to-8.4
5
SM
37
NP
S
6
12
16
28
-8.5
0to-9.0
0
SM
30
NP
D/S
-9.0
0to-9.4
5
SM
40
NP
S
8
15
21
36
-9.5
0to-10.00
SM
28
NP
D/S
Type
of
Sample
22/05/2013
FIG.-
10.2.1(BH-01)
S
ummaryofStandardPenetrationT
est&AtterbergLimits
No.ofSPTblows
AtterbergLimits&NMC
DepthfromGL
(m)
Typeof
Soil
LL%
PL%
NM
C
%
21
43
40
30 31 3
1 3230
36 36
56 57
38 39 4
0 43 4
6
37
30
40
28
15 1
5
25
20 20 20 2
3
59
2225
0
10
20
30
40
50
60
NMC
LL
PL
'N'SPTCurve
84 5
8
28
36
5 3
0
10
20
30
40
50
60
NP
IP IP
IP
IPIP
IP IP IP
IP
NP
NP
NP
NP
NPN
P NP N
P
NP
8/13/2019 130582_Report
49/100
Project No. Sheet No.
130582 045
GroundSurfaceLevel:-0.00
GroundwatertablefromGL:-
7.50
Project:
N:2333289.549,E:25
5123.6
58
Date:
150mm150mm150mm'N
'per
300m
0.00to-0.5
0
SM
37
28
D/S
-1.0
0to-1.4
5
SM
32
25
5
UDS
-1.5
0to-1.5
0
SM
35
NP
D/S
-2.0
0to-2.4
5
SM
30
NP
S
3
5
6
11
-2.5
0to-3.0
0
SM
39
28
D/S
-3.0
0to-3.4
5
CL
34
17
36
UDS
-3.5
0to-4.0
0
CI-CL
35
16
D/S
-4.0
0to-4.4
5
CH
53
25
S
1
1
1
2
-4.5
0to-5.0
0
SC
54
26
D/S
-5.0
0to-5.4
5
CH
63
24
40
UDS
-5.5
0to-6.0
0
CI
49
23
D/S
-6.0
0to-6.4
5
CI
47
23
S
1
2
1
3
-6.5
0to-7.0
0
CI
44
20
D/S
-7.0
0to-7.4
5
CI
39
19
37
UDS
-7.5
0to-8.0
0
CI-CL
35
20
D/S
-8.0
0to-8.4
5
SM
35
NP
S
3
3
8
11
-8.5
0to-9.0
0
SM
38
NP
D/S
-9.0
0to-9.4
5
SM
35
NP
S
9
12
19
31
-9.5
0to-10.00
SM
36
NP
D/S
N
MC
%
Type
of
Sample
22/05
/2013
FIG.-
10.2.2
(BH
-02)
SummaryofStandardPenetrationTest&AtterbergLimits
No.ofSPTblows
AtterbergLimits&NMC
DepthfromGL
(m)
Typeof
Soil
LL%
PL%
5
36 4
032 3
5
30
39
34 3
5
53
63
49
47
44
39
35
35 3
8
35 3
6
25 2
8
17
16
25
23 23
20
19 2
0
37
37
54
28
2426
0
10
20
30
40
50
60
70
NMC
LL
PL
'N'SPTCurve
11
2 3
11
31
0
10
20
30
40
IPIP
NP
NP
IP
IPIP
IPIP
IP
IP IPIP
IP IP
NP N
PNP
NP
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Project No. Sheet No.
130582 046
G
roundSurfaceLevel:-0.0
0
Groundwater
tablefromGL:-
3.00
P
roject:
N:2333225.918,E:255194.1
33
Date:
150mm150mm150mm'N
'per
300mm
0.0
0to-0.5
0
SC
70
24
D/S
-1.0
0to-1.4
5
SC
64
24
S
3
4
5
9
-1.5
0to-1.5
0
CL
34
19
D/S
-2.0
0to-2.4
5
SC
33
21
S
3
4
6
10
-2.5
0to-3.0
0
CL
34
16
D/S
-3.0
0to-3.4
5
CL
31
123
5
UDS
-3.5
0to-4.0
0
CL
33
16
D/S
-4.0
0to-4.4
5
CH
53
254
0
UDS
-4.5
0to-5.0
0
CH
52
23
D/S
-5.0
0to-5.4
5
CH
63
28
S
1
1
2
3
-5.5
0to-6.0
0
CH
51
21
D/S
-6.0
0to-6.4
5
SC
44
19
S
4
6
9
15
-6.5
0to-7.0
0
SC
36
17
D/S
-7.0
0to-7.4
5
SC
48
24
S
5
8
13
21
-7.5
0to-8.0
0
CI
42
22
D/S
-8.0
0to-8.4
5
SC
39
24
S
5
9
16
25
-8.5
0to-9.0
0
SC
38
22
D/S
-9.0
0to-9.4
5
SC
42
25
S
7
12
17
29
1 0 0 0 t
1 0 4 5
S C
3 5
2 2
S
9
1 5
1 9
3 4
Type
of
Sample
23/05/2013
FIG.-
10.2.0
3(BH
-03)
S
ummaryofStandardPenetrationT
est&AtterbergLimits
No.ofSPTblows
AtterbergLimits&NMC
DepthfromGL
(m)
Typeof
Soil
LL%
PL%
NM
C
%
40
70
64
34 33 34
31 33
53
63
51
4448
42
3942
24 24
19 21
16
1216
25
2119 17
2422 2
422 2
535
3638
52
28
23
0
10
20
30
40
50
60
70
NMC
LL
PL
'N'SPTCurve
9 10
3
15
21
2529
34
0
10
20
30
40
IP
IP IP
IPIP
IP
IP
IP
IP
IPIP
IP
IP IP IP I
P I P
IP
IP
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Project No. Sheet No.
130582 047
GroundSurfaceLevel:-0.00
GroundwatertablefromGL:-
7.50
Project:
N:2333138.054,E:25
5290.6
89
Date:
150mm150mm150mm'N
'per
300m
0.00to-0.5
0
SC
54
25
D/S
-1.0
0to-1.4
5
SC
32
12
9
UDS
-1.5
0to-1.5
0
SC
64
30
D/S
-2.0
0to-2.4
5
CL
34
18
S
1
1
1
2
-2.5
0to-3.0
0
SC
46
24
D/S
-3.0
0to-3.4
5
SC
39
19
S
2
1
1
2
-3.5
0to-4.0
0
SC
58
21
D/S
-4.0
0to-4.4
5
CI
40
19
S
1
1
2
3
-4.5
0to-5.0
0
CI
49
19
D/S
-5.0
0to-5.4
5
SC
57
26
S
3
5
6
11
-5.5
0to-6.0
0
SC
65
26
D/S
-6.0
0to-6.4
5
SC
68
26
S
5
8
9
17
-6.5
0to-7.0
0
SC
47
24
D/S
-7.0
0to-7.4
5
SM
53
30
S
6
9
11
20
-7.5
0to-8.0
0
SM
58
36
D/S
-8.0
0to-8.4
5
SM
54
31
S
8
12
14
26
-8.5
0to-9.0
0
SM
37
NP
D/S
-9.0
0to-9.4
5
SM
34
NP
S
8
13
18
31
-9.5
0to-10.00
SM
33
NP
S
10
15
21
36
PL%N
MC
%
Type
of
Sample
22/05
/2013
FIG.-
10.2.4
(BH
-04)
SummaryofStandardPenetrationTest&AtterbergLimits
No.ofSPTblows
AtterbergLimits&NMC
DepthfromGL
(m)
Typeof
Soil
LL%
9
54
32
64
34
46
39
58
40
57
65 6
8
47
53
58
54
37
34
33
25
12
30
18
24
19 21
19
26
26
24
30
36
31
49
19
26
0
10
20
30
40
50
60
70
NMC
LL
PL
'N'SPTCurve
2 2 3
11
1720
26
3631
0
10
20
30
40
IP
IP
IP
IP
IP
IP
IPIP IP
IP
IPIP
IP
IP
IP
IP
NP
NP
NP
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Project No. Sheet No.
130582 048
GroundSurfaceLevel:-0.0
0
GroundwatertablefromGL:-
0.00
Project:
N:2333045.579,E:25
5392.3
12
Date:
150mm150mm150mm'N
'per
300m
0.00to-0.5
0
CI
41
22
D/S
-1.0
0to-1.4
5
SC
36
15
S
4
6
7
13
-1.5
0to-1.5
0
CI
43
19
D/S
-2.0
0to-2.4
5
SC
42
21
S
5
6
6
12
-2.5
0to-3.0
0
SC
42
25
D/S
-3.0
0to-3.4
5
SC
28
13
12
UDS
-3.5
0to-4.0
0
CI
43
19
D/S
-4.0
0to-4.4
5
CI
46
18
40
UDS
-4.5
0to-5.0
0
CI
43
18
D/S
-5.0
0to-5.4
5
CI
49
20
38
UDS
-5.5
0to-6.0
0
CI
41
19
D/S
-6.0
0to-6.4
5
SC
32
15
S
5
7
9
16
-6.5
0to-7.0
0
SM
41
29
D/S
-7.0
0to-7.4
5
SM
33
26
S
6
10
18
28
-7.5
0to-8.0
0
SM
39
30
D/S
-8.0
0to-8.4
5
SM
27
NP
S
5
13
22
35
-8.5
0to-9.0
0
SM
32
NP
D/S
-9.0
0to-9.4
5
SM
29
NP
S
14
27
50
77
-9.5
0to-10.00
SM
33
NP
D/S
PL%N
MC
%
Type
of
Sample
21/05
/2013
FIG.-
10.2.5
(BH
-05)
SummaryofStandardPenetrationTest&AtterbergLimits
No.ofSPTblows
AtterbergLimits&NMC
DepthfromGL
(m)
Typeof
Soil
LL%
12
40
38
41
36
43
42 42
28
43
46
49
41
32
41
33
39
27
32
29
22
15
19 2
125
13
19
18 1
9
15
29
26
30
43
20
18
0
1
0
20
30
40
50
NMC
LL
PL
'N'SPTCurve
13 1216
28
35
77
0
10
20
30
40
50
60
70
80
IP
IP IP IP I
PIP IP
IP
IP
IP
IP
IP
IP
IP
NP
NPN
P
NP
IP
8/13/2019 130582_Report
53/100
Project No. Sheet No.
130582 049
G
roundSurfaceLevel:-0.0
0
Groundwater
tablefromGL:-
0.00
P
roject:
N:2333010.608,E:255497.7
23
Date:
150mm150mm150mm'N
'per
300mm
0.0
0to-0.5
0
SM
35
24
D/S
-1.0
0to-1.4
5
SM
34
24
S
5
6
8
14
-1.5
0to-1.5
0
SM
35
24
D/S
-2.0
0to-2.4
5
SC
28
17
S
4
5
6
11
-2.5
0to-3.0
0
CL
33
15
D/S
-3.0
0to-3.4
5
SC
34
17
S
-3.5
0to-4.0
0
CI
40
17
D/S
-4.0
0to-4.4
5
CI
45
214
0
UDS
-4.5
0to-5.0
0
CI
49
22
D/S
-5.0
0to-5.4
5
CI
41
235
0
UDS
-5.5
0to-6.0
0
CH
51
24
D/S
-6.0
0to-6.4
5
SM
33
24
S
4
7
10
17
-6.5
0to-7.0
0
SM
33
26
D/S
-7.0
0to-7.4
5
SM
35
27
S
5
8
12
20
-7.5
0to-8.0
0
SM
45
37
D/S
-8.0
0to-8.4
5
SM
37
26
S
6
9
15
24
-8.5
0to-9.0
0
SM
38
26
D/S
-9.0
0to-9.4
5
SM
37
27
S
6
12
17
29
-9.5
0to-10.00
SC
27
18
S
8
15
19
3421/05/2013
FIG.-
10.2.6(BH-06)
S
ummaryofStandardPenetrationT
est&AtterbergLimits
No.ofSPTblows
AtterbergLimits&NMC
DepthfromGL
(m)
Typeof
Soil
LL%
PL%
NM
C
%
Type
of
Sample
40
50
35
34 3
5
28
33 3
440
45
41
51
33 3
3 35
45
37 3
837
24
24 2
4
17
15 1
7 17
21 2
4 24 2
6 27
37
26 2
6 27
49
22 2
3
0
10
20
30
40
50
60
NMC
LL
PL
'N'SPTCurve
14
11
1720
24
29
34
0
10
20
30
40
IP IP
IPIP I
P IP
IP
IPIP
IP
IP IPIP
IP
IP IP
IP
IPIP
8/13/2019 130582_Report
54/100