INTERNSHIP 2024

INTERNSHIP REPORT ON
“FLEXIBLE PAVEMENT”
Submitted to

DIRECTORATE OF TECHNICAL EDUCATION

BENGALURU
In partial fulfill ment of requirements for award of

SECOND SHIFT POLYTECHNIC

In
CIVIL ENGINEERING
By

 ATHARVA DEELIP PATHADE 567CE21001

UNDER GUIDANCE OF
Prof. PRIYANKA NULE

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VSM’s SRK INSTITUTE OF TECHNOLOGY, NIPANI

SECOND SHIFT POLYTECHNIC
DEPARTMENT OF CIVIL ENGINEERING

INTERNSHIP REPORT

Duration 9th JANUARY– 24th APRIL 2024

Location-NIPANI-AKKOL ROAD NEAR NAIK

MALA

Submitted by

 ATHARVA DEELIP PATHADE 567CE21001

Submitted to
Prof. PRIYANKA NULE

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VSM’s SRK INSTITUTE OF TECHNOLOGY,

(Affiliated to DTE Belagavi)

CERTIFICATE

This is to certify that, the internship on “ROAD CONSTRUCTION OF

FLEXIBLE PAVEMENT” carried out by MR. ATHARVA DEELIP
PATHADE (567CE21001) are bonafied students of VSM’s SRK Institute
of Technology, Nipani in partial fulfillment for the award of diploma in
Civil Engineering of the Directorate of Technical Education University,
Belagavi during the year 2023-24. It is certified that all
correction/suggestions indicate during Internal Assessment have been
incorporated in the internship report. The internship report has been
approved as it satisfies the academic requirements in respect of internship
work prescribed for the said diploma

GUIDE
(PROF. PRIYANKA NULE) HOD PRINCIPAL

Examiners
1.---------------------- ------------------

2.----------------------- -------------------

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ACKNOWLEDGEMENT

First I would like to thank, Er. YOGESH KAMBLE and Er. DEEPAK MANE
For Giving us the opportunity to do an internship within the organization. Itis indeed with
a great sense of pleasure and immense sense of gratitude that I acknowledge the help of
these individuals.
I would like to thank my Head of the Department Prof. MAHESH SHIRUR, for his
constructive criticism throughout my internship.
I would like to thank Prof. PRIYANKA NULE, internship coordinator and Professor in Civil
Department, internship coordinate for their support and advices to get and complete
internship in above said organization.
I am extremely great full to my department staff members and lastly, I would like to thank
the almighty and my parents for their moral support and my friends with whom I shared my
day-to-day experience and received lots of suggestions that improved my quality of work.

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EXECUTIVE SUMMARY

The site was developed in NIPANI. The internship spanned period 9 JAN 2024 to 24
APRIL 2024 and was carried out at by NATH construction . The total length of road is 1200
meter. The width of road is 7 meter.

As a intern I gained practical experience in site preparation activities, such as surveying, site
clearing, excavation, and soil testing.

I am grateful for the opportunity to have worked on these projects, and the knowledge and
experience gained will undoubtedly be valuable as I continue my carrier in construction field.

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TABLE OF CONTENTS
CHAPTER CONTENTS PAGE
NO.
1 INTRODUCTON 10
1.1 GENERAL 10
1.2 OBJECTIVES OF INTERNSHIP 11
2 ABOUT COMPONY 12
3 SITE DETAILS 13-21
4 QUALITY PLAN 22-25
5 ESTIMATION 26-28
6 DESIGN METHOD 29
7 CONSTRUCTION 30
7.1 SITE CLEARANCE 30

7.2 DRAINAGE CONSTRUCTION 31-32

 Procedure
 Excavation
 Compacting
 Pouring PCC
 Form work
 Concreting

7.3 SUB-GRADE 33
7.4 WET MIX MACADAM 33

7.5 DENCE BITUMEN MACADAM 34

7.6 SIL COAT 34
8 SPECIFIC OUTCOMES OF INTERNSHIP 35
9 CONCLUSION 36
10 STUDENT PROFILE 37-38
11 PHOTOGRAPHS 39-
12

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LIST OF FIGURES
FIGURES DESCRIPTION PAGE NO.
2.1 COMPANY LOGO 41
4.1 42
4.2 42
7.1.1 43
7.1.2 44
7.1.3 45
7.2.1 46
7.3.1 47
7.4.1 48
7.5.1 49

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LIST OF TABLES
TABLE DESCRIPTION PAGE NO.
NO.
2.1 EQUIPMENT LIST 12
4.1 SUB GRADE 22
4.2 WET MIX MACADAM 23
4.3 BITUMENOUS MACADAM 24
5.1 ESTIMATION 26-28

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ABBREVIATIONS
 WMM Wet Mix Macadam
 BM Bituminous Macadam
 DBM Dense Bituminous Macadam
 GSB Granular Sub Base

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CHAPTER 1
1. INTRODUCTION
1.1 GENERAL

The purpose of an internship is to provide real-world experience that enables you to

put everything you’ve learned into action. An internship can help you gain skills that can
be applied to future jobs. My internship lasted one month from 09/01/2024 to 24/04/2024.
The internship program is designed to provide students engaged in a field
experience with an opportunity to share our insights, to explore the links between students'
academic
preparation and our field work, and to assist participants in developing and carrying out
the major research project which will serve to culminate their internship experience.
As part of the internship experience, we are expected to take an active role in finding
an appropriate internship for ourselves. Many of us pursue our own contacts; however,
information is available on Locating Internship Sites.
Generally, an internship consists of an exchange of services for experience between
the student and an organization. Students can also use an internship to determine if they have
an interest in a particular career, create a network of contacts or gain school credit. Some
interns find permanent, paid employment with the organizations for which they worked. This
can be a significant benefit to the employer as experienced interns often need little or no
training when they begin regular employment.
Unlike a trainee program, employment at the completion of an internship is not guaranteed.

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1.1 THE OBJECTIVES OF INTERNSHIP

 To provide engineering students quality work/learning experience with future

 Advancement opportunities

 Gain Practical Experience - Interns aim to gain hands-on experience in their field of study or
interest, applying theoretical knowledge to real-world situations.To apply the engineering
knowledge taught in the lecture rooms in real industrial situations

 Develop Professional Skills - Internships provide opportunities to develop and enhance skills such
as communication, teamwork, problem-solving, time management, and adaptability. To expose
students to responsibilities and ethics of engineers.

 To expose students to responsibilities and ethics of engineers.

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CHAPTER 2
ABOUT COMPANY

Name of company: NATH CONSTRUCTION

At: Nipani Tal: Nipani

Dist: Belgaum
Name of owner: Er. Yogesh Kamble
Contact no.: 9980380044

list of equipment considered for carrying out the works. Details of equipment as
furnished by contractor in tender schedule
S.NO Owned and Available
Item Of Equipments No Capacity Age/Condition Remark
1 Excavator OWN
2 Tipper OWN
3 Hot mix plant OWN
4 Vibratory Road Roller OWN
5 Mechanical Sprayer OWN
6 Paver Finisher OWN
7 Pug Mill (Wet Mix Plant) OWN
8 Water Tanker OWN
9 Concrete Mixer OWN
10 Concrete Paver Machine OWN
11 Needle Vibrator OWN
12 Plate Vibrator OWN

TABLE NO. 2.1

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CHAPTER 3
SITE DETAILS

SITE (NIPANI)
Name of project: Madhuban Residency

Company name – Nath Constructions

Location of site: Nipani - Akkol road near

Naik Mala. Nipani

Total length: 1.2km

Width:7m

About Road layers:

The main components of a road are the subgrade, sub base, and the base, sil coat.

The subgrade is the part of the road that stabilizes and support the road load and transfers the
traffic load to the earth.

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VISION & MISSION OF THE ORGANIZATION

Vision of the organization

 Protect and improve the well-being of all.
 To build good structure for clients.
 The company is well leading in upcoming years.
 To build safe, durable and sustainable roads and structure.
 To Connect communities, facilitate economy’s growth.

Mission of the organization

 provide good customer services.
 Increase the business.
 Employing more people to grow year and year.
 Increase the case flows.
 to deliver the high-quality road and infrastructure.
 To make the society better.

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ORGANIZATION STRUCTURE

OWNER OF CONTRACTING COMPANY - MR. YOGESH KAMBLE Sir.

DESIGNER & ENGINEER - MR. DEEPAK MANE Sir. MR. YOGESH KAMBLE Sir.

SITE OWNER – MR DEEPAK KORDE Sir.

SITE SUPERVISOR – MR SURESH KAMBLE Sir.

SITE MANAGER – MR DNAYANESWAR BUDLE Sir.

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INTERN’S ABILITY TO APPLY THE SKILL AND

TECHNICAL KNOWLEDGE ON OJT-1
 Basics of Construction : After the theoretical learning, I had my first experience of
internship on road construction. From first day of internship I used the basics of
construction which I learned in my college
 Surveying and Topography : Surveying is the one of the important topic which I
learned from my college. I implemented my surveying knowledge in my task
 Safety and Environmental Considerations : Safety consideration of labour is very
important point in any site. On this internship I got chance to share my knowledge to my

team about safety importance.

 Learning : This skill given me potential to learn various things form my seniors and my
supervisor. It helped me to understand new and practical concept on site

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INTERN’S PERFORMANCE ON ASSIGNED TASKS AND

PROJECT
 My task was to did labour work on road project for 4 weeks
 They gave me 4 weeks to learn all things as a labour
 I completed all of my task and did labours work
 I got good response from the supervisor and team present on site
 I also did some mistakes but I learned lot from them
 I completed the work given to me
 Our supervisor was very impressed by my work
 I got best wishes from them

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EXTENT OF INTERNS ABILITY TO ADD VALUE TO THE

ORGANIZATION THROUGH INTERNSHIP
 I provide the skills and technical knowledge to the project
 I worked as a labor on the project for 4 weeks
 I deal with local site problems.
 I did hard work and gave my best for work
 I gave helping hand to other labors

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INTERN’S ABILITY TO APPLY THE SKILL AND

TECHNICAL KNOWLEDGE ON OJT-2

 Road Designing : Specialization in road construction have a through understanding of

road design principles. I did the geometric design, alignments, cross sections and safety
features
 Material Knowledge : As a supervisor I had a knowledge about construction
materials used in road constructions, such as a asphalt, aggregates / macadam’s and

subgrades materials.
 Pavement Designing : I was involved in road construction thus I had to be known with
the pavement design, like analyze the traffic load, pavement thickness
requirement and many more
 Construction Management : As a supervisor I had lot of responsibilities on me for that
I had use construction management to do the all work in perfect manner
 Quality control and Testing : Most important part of any construction is quality, for do
the quality work I did the laboratory tests of materials and monitor construction activities
as a supervisor

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INTERN’S PERFORMANCE ON ASSIGNED TASKS AND

PROJECT

 My task was supervising our road project for 4 weeks

 They gave me 4 weeks to complete at least 25% of work
 I completed almost 30% of work in that period
 I got good response from the labors and team present on site
 I also did some mistakes but I learned lot from them
 I completed the work given to me before dead line
 Our manager was very impressed by my work
 I got best wishes from them

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EXTENT OF INTERNS ABILITY TO ADD VALUE TO THE

ORGANIZATION THROUGH INTERNSHIP

 I provide the skills and technical knowledge to the project

 I supervised the project for 4 weeks
 I solved local site problems
 I did hard work and gave my best for work

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CHAPTER 4
QUALITY PLAN

Item of work-SUBGRADE/EMBANKMENT (MORTH 5th revision Clause-305)

ACCEPTANCE
DESCRIPTION FREQUENCY CHECKING
S/N CRITERIA TOLERANCE REMARKS
CHARACTERISTIC OF CHECK METHOD
REF.DOC.

2 test per 3000 IS:2720 Approved

1 Density of Soil MORTH Table 300-1
cum (Part-8) test House

2 test per MORTH IS: 2386 Approved

2 Plasticity test
3000m Clauses 3005 (Part-5) test House

One set of ten

measurements
for
Moisture/Density of (Embankment)
IS:2720
3 layer (Compaction each 3000 sqm MORTH Table 300-2 Field lab
(Part-28)
control) &
2000 sqm
(shoulder,
subgrade

Table No.4.1

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Item of Work-WET MIX MACADAM MORTH vth revision Clause-406

ACCEPTANCE
DESCRIPTION/ FREQUENCY CRITERIA CHECKING
SIN REMARK
CHARACTERISTIC OF CHECK TOLERANCE METHOD
REF.DOC.
Aggregate Impact 1 test per MORTH Table 13.2386(P- Approved test
1
value 1000m 400-12 4) House

Grading of 1 test per MORTH IS:2386 Approved test

2
Aggregate 200m Table 400-13 (P—4) House

Field lab

Flakiness and
1 test per MORTH Table IS:2386 (P- Approved test
3 Combined
500m 400-12 1) House
Elongation indices

Field lab

Atterberg limits of
Prtition of aggregate 1 test per MORTH IS:2720 (P- Approved test
4
passing 425 micron 200m Clause 406 5) House
sieve

Density of One set of 3 MORTH 18.272 ( P-

5 Field lab
Compacted layer tests Clause 406 8)

Table No.4.2

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Item of Work BITUMINOUS MACADAM MORTH vth revision Clause-406

ACCEPTANCE
DESCRIPTION/ FREQUENCY CRITERIA CHECKING
S/N REMARKS
CHARACTERISTIC OF CHECK TOLERANCE METHOD
REF.DOC.
IS:1201
As per lot IS:1203
Approved
1 Quality of Binder (Refer IS: 73- IS : 73-2013 IS:1205 IS:
test House
2013) 1206
IS: 1208
1 test per
Aggregate Impact MORTH IS:2386 Approved
2 200m each
value Table 500-6 Part-4 test House
source
whenever
there is change MORTH Approved
3 Stripping Value IS: 6241
in quality of Table 500-6 test House
aggregate
MORTH IS •. 2386 Approved
4 Grading of aggregate 2 test per day Table 500-7 Part- 1 test House
2 tests per day MORTH IRC : SP •.
5 Binder Content Table 500-7 Filed lab
per plant 11
Temperature mix,
At regular MORTH Table
6 while, transportation Filed lab
close intervals 500-2
laying & rolling
Table No.4.3

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Item of Work-SEMI BITUMINOUS CONCRETE MORTH vth revision Clause-508

ACCEPTANCE
CRITERIA
DESCRIPTION/ FREQUENCY TOLERANCE CHECKING
S/N CHARACTERISTIC OF CHECK REF.DOC. METHOD REMARKS
IS:1201
As per lot IS:1203
(Refer IS: 73- IS: 1205 Approved
1 Quality of Binder 2013) IS : 73-2013 IS:1206 test House
1 test per 350
cum of
aggregate for
each source &
whenever there
is change in MORTH (IV
Aggregate Impact quality, of revision) IS:2386 Approved
2 value aggregate Table 500-14 Part-4 test House

1 test per 350

cum of
aggregate for
each source &
Flakiness and Whenever there MORTH IS: 2386 Approved
3 Elongation indices is change Table 500-14 Part 1 test House

MORTH (IV
Water absorption of 1 test for each revision) Table IS : 2386 Approved
4 a e ates source 500-14 Part-3 test House

1 test for each MORTH Approved

5 Plasticity index source Table 508 IS : 2386 test House
mixed
aggregate from
dryer for each
400 tonnes of
each subject to
minimum of 2 MORTH (IV Approved
6 Mix grading tests per day revision) IS: 2386 test House
Table No.4.4

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CHAPTER 6
DESIGN METHOD

For flexible pavements, structural design is mainly concerned with determining

appropriate layer thickness and composition. The main design factors are stresses due to
traffic load and temperature variations. Two methods of flexible pavement structural design
are common today: Empirical design and mechanistic empirical design.

Empirical design

An empirical approach is one which is based on the results of experimentation or experience.

Some of them are either based on physical properties or strength parameters of soil
subgrade. An empirical approach is one which is based on the results of experimentation or
experience. An empirical analysis of flexible pavement design can be done with or with out
a soil strength test. An example of design without soil strength test is by using HRB soil
classification system, in which soils are grouped from A-1 to A-7 and a group index is
added to differentiate soils within each group. Example with soil strength test uses McLeod,
Stabilimeter, California Bearing Ratio (CBR) test. CBR test is widely known and will be
discussed.

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CHAPTER 7
CONSTRUCTION
Tasks follows:
1. Site Clearance
2. Drainage Construction
3. Sub Grade
4. Wet mix Macadam
5. Dence Bitumen Macadam(DBM)
6. Sil coat

1. SITE CLEARANCE

 Removal of structures: Demolition or dismantling of existing buildings,

infrastructure, or other man-made structures on the site.
 Vegetation removal: Clearing trees, shrubs, grass, and other vegetation to
make way for construction activities.
 Environmental considerations: Ensuring compliance with environmental
regulations and minimizing impact on surrounding ecosystems during the
clearance process.
 Grading and leveling: Leveling the ground surface to create a uniform and
stable base for construction.

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2. DRAINAGE CONSTRUCTION

 Drainage construction procedure

The Removal of rain water and waste water from surface of the road throw
the Drainage system
 Excavation
Excavation of earth more than 1m depth and 1m width from ground level was
carried out. This can be done by labour-based technology or machine-intensive
application. Utilization of machines/equipment like excavators or backhoes can
increase the work rate productivity and accuracy

 Compaction

The formation bed of the drainage structure needs to be leveled and compacted properly
to the required relative degree of compaction. This can be to 90 -95% Maximum Dry
Density as per AASHTO or the selected specification standard in
use. Common equipment like jumper compactor and hand rollers can be used in areas
with little working space. For heavy work with enough working space, a vibrating roller
and water bowser can be deployed too.

 Pouring PCC

Upon bed levelling and compaction, PCC is done to remove irregularities and offer a
good bed for the placement of concrete while minimizing differential settlement. The
PCC 100mm thickness of M15 grade concrete was laid

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Reinforcement must be fixed in the correct position and care must be taken to keep it in
the correct position while concrete is being placed and compacted. A U- shaped main
bars of 10mm at 250mm c/c & 8mm dia distribution bar @ 300mm c/c was laid.

 Form work
Formwork retains concrete until it has set and produces the desired shapes and
sometimes, desired surface finishes. Formwork must be supported on false work
of adequate strength and sufficient rigidity to keep deflections within acceptable
limits. The forms too must be strong and rigid to meet dimensional tolerances.

 Concreting
After completing the form work, the next activity will be the casting. M20
grade concrete was used for raft and wall structure. The concrete should have
good workability so that it is easy to place and compact with the available
equipment. It should also fulfil the requirements for strength and durability. The
weep holes are provided on the wall for the drainage purpose.
After concreting, leave the drain for one day to set then remove the shuttering.
The drain was cured to achieve the full strength.

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3. SUBGRADE

 Subgrade is the bottom most layer which is nothing but natural soil layer compacted
up to required depth generally about 150 to 300 mm to receive the loads coming from
top layers. This layer is termed as foundation for the pavement system

 In our site as per the IS standard we have divided into 3 layers. 1 st layer of 200mm ,
2nd layer of 150mm and 3rd layer of 150mm

 All the layers are compacted by road roller and spreeding the water..

4.WET MIX MACADAM

 Wet Mix Macadam(WMM) work includes laying and compacting clean, crushed,
graded aggregate and granular material premixed with water to a dense mass on a
prepared GSB layer or existing pavement as per the requirement of the project

 WMM can be laid in one or more layers, but the thickness of the single compacted
layer is not less than 75mm, and the maximum of 200mm when vibrating or other
approved types of compacting equipment are used

 work includes laying and compacting clean, crushed, graded aggregate and granular
material premixed with water to a dense mass on a prepared GSB layer or existing
pavement as per the requirement of the project

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5. DENCE BITUMEN MACADUM(DBM)

 Composition: Dense Bitumen Macadam is a type of road surface layer made up of

 a mixture of aggregates (such as crushed stone or gravel) bound together with bitumen as
a binder.

 Thickness: It is typically applied in layers ranging from 25 to 100 mm in thickness,

depending on the specific requirements of the road and the expected traffic loads.

 Bitumen content: The bitumen binder content in DBM is sufficient to ensure adequate
adhesion and cohesion between the aggregate particles, enhancing the stability and
waterproofing of the road surface.

 Surface texture: Dense Bitumen Macadam typically provides a smooth and durable
surface suitable for high-traffic roads, offering good skid resistance and water drainage
properties.

 Application: DBM is commonly used as a base or binder course in road construction,

providing a stable foundation for subsequent layers such as Asphalt Concrete or Stone
Mastic Asphalt.

6.SIL COAT

 Material: Sil Coat is typically made from a blend of silicate-based compounds, acrylic
resins, and other additives.
 Properties: Sil Coat offers excellent weather resistance, UV protection, and durability,
helping to prolong the life of the underlying substrate.
 Finish options: It is available in various finishes, including smooth, textured, and
decorative options, allowing for customization based on aesthetic preferences.
 Application: Sil Coat is typically applied using brushes, rollers, or sprayers, and it can be
used on both.

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CHAPTER 8
SPECIFIC OUTCOMES FROM INTERSHIP

Internship is a bridge between the theoretical knowledge and the practical or reality
work at the field of construction in the civil engineering work. We all who take the
internship program go to companies that already working either as a consultant or a
contractor. The
responsibilities of hosting company are to teach students and shape them in the four weeks
duration as real site workers.

The main purposes of this internship are:-

 The knowledge gained through experiential learning from internships in

construction constitutes significant and uniquely valuable preparation for the
requirements of their future professional practice in that field.
 Much of the learning which is gained during this internship cannot be attained
Sin any other way.

 A valuable outcome of construction internship is “learning how to learn” a

situation which deserves appreciation by engineering educator

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CHAPTER 9
CONCLUSION

As an undergraduate of the DTE Board, we would like to say that this training program is an
excellent opportunity for us to get to the ground level and experience the things that we
would have never gained through going straight into a job. We are grateful to the DTE
Board, Potential Consulting Services and DM Construction for giving us this wonderful
opportunity.
The main objective of this training is to provide an opportunity to students to identify,
observe and practice how engineering is applicable in the real industry. It is not only
to get experience on technical practices but also to observe management practices and
to interact with on field workers. It is easy to work with sophisticated machines, but
not with people. The only chance that an undergraduate has to have this experience is
the internship training period. We feel we got the maximum out of that experience.
Also, we learnt way of work in an organization. The importance of being punctual,
the importance of maximum commitment and the importance of team spirit. The
training program having these destinations was more useful than staying one place
throughout the month. In our opinion, we have gained lot of knowledge and
experience needed to be successful in a great engineering challenge, as in my opinion,
engineering is after all a challenge and not a job.

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CHAPTER 10
STUDENT PROFILE

RESUME
ATHARVA DEELIP
PATHADE
Email:
atharvpathade25@gmail.com
Cell No:8884979211

CAREER OBJECTIVES:

To build career in a growing organization, where I cam get the opportunities to prove
my abilities by accepting the challenges, fulfilling the organizational goal and climb the
career ladder through continuous learning and commitment

ACADEMIC DETAILS:

SL. PERCENTAGE
QUALIFICATION BOARD INSTITUTION YEAR
NO (%)

Kle kg & English

Karnataka
1 S.S.L.C medium school 2021 69.85%
Education Board

1st sem : 95.28%

Department Of 2nd sem : 96.16%
V.S.M. SRKIT
2 Diploma(civil) technical 2023 3rd sem : 97%
education,Benglore 4th sem : 98.66%
5th sem : 90.25%
TECHNICAL SKILLS

 Site Supervision & laboring

SITE ENGINEER
EXPERIENCE :

Residencial area development akkol- nipani road near nike mala

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 Managing, Designing, Developing, creating and maintaining construction projects

 Assessing potential risks, material and cost s
 Conducting on site investigation and analyzing data

 Managing budget and project resources , meeting deadline is important as missing any can
be a costly affair

PROJECT DETAILS :
Internship on :A Study On flexible pavement

PERSONAL PROFILE :

Date of Birth : 21th oct 2004

Marital status : Single
Father’s Name :Deelip
Mother’s Name : Anita
Languages Known: Marathi, English, Hindi, Kannada (Read and write)
Hobbies and Interest: listening to music, plying sports , watching movie

COMMUNICATION DETAILS :
Atharva D pathade
A/P: Nipani
Tal: Nipani
Dist : Belgaum
Karnataka-591213

DECLERATION:

I do here by declare that the above given statements are true and correct to the best of
my knowledge.
Thank you for considering my resume and I look forward to hearing from you.

Place: Nipani Your Faithfully

Date: (Atharva.D. pathade)

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CHAPTER 11
PHOTOGRAPHS

FIG.2.1

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FIG 2.2

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FIG.2.3

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FIG.2.5

FIG.2.6

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FIG.2.7

FIG.2.8

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FIG.2.8

FIG.2.8

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FIG.2.8

FIG.2.8

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FIG.2.8

FIG.2.8

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FIG.2.8

FIG.2.8

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FIG.2.8

FIG.2.8

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FIG.2.8

FIG.2.8

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FIG.2.8

FIG.2.8

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FIG.2.8

FIG.2.8

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