INDUSTRIAL TRAINING REPORT

TITLE : Industrial Training Report At Majlis Perbandaran Johor Bahru Tengah

COMPANY ADDRESS : Pejabat Majlis Perbandaran Johor Bahru Tengah 81300 Skudai,Johor Bahru,Johor

Emel : admin@mpjbt.gov.my

No Telefon : 07-5555000

No Fax : 07-5555007

Duration : 12 weeks

Prepared by : ………………………Muhammad Akid Bin Mohamad Ashari

DECLARATION FORM

This report is my own effort except for appendices attached from specified sources and facts.

This report has been reviewed and certified by:

Signature of Supervisor : ……………………….

Date : ……………………….

Name of Supervisor : EN IZAN SHAHARUDIN BIN MASKAN

Post : ENGINEER, (ROAD AND TRAFFIC DEPARTMENT)

I am hereby, this industrial report is prepared by my own:

Signature of Student : ……………………….

Date : ……………………….

I.C number : 920330-10-5641

Name of Student : Muhammad Akid Bin Mohamad Ashari

STUDENT PROFILE

NAME : MUHAMMAD AKID BIN MOHAMAD ASHARI

IC. NO : 920330-10-5641

ADDRESS : NO 21 JALAN MERANTI 6,TAMAN SRI PULAI,81110,JOHOR BAHRU,JOHOR.

MATRIC NO : A11KA0097

TELEPHONE NO. : 011-12733522

EMAIL ADDRESS : akid303@yahoo.com

SUPERVISOR : PROFESSOR DR. AMINATON BT MARTO

VISITED DATE : 24TH JULY 2014

TABLE OF CONTENT

1.0 ACKNOWLEDGEMENT

First and foremost, I would like to thank my supervisor, Mr. Sheikh Abdul Majeed as the Project Manager who had taken a lot of efforts to meticulously go through my report and came up with helpful suggestions. Without his concern, I surely came into deep problem in completing this report.

Secondly I would like to thank Mr Haji Salehuddin bin Hj Hassan, Head Director Of Majlis Perbandaran Johor Bahru Tengah for his kindness on approving me and his trust giving me a chance to have my practical training here. Furthermore, I would also take the chance here to express my deeply thankful for Mr. Haji Yunos Bin Wagiran, Head of Engineering Department and as project manager who had taken a lot of effort to go through my daily site report and answering all my doubtful concern around field work.

I also would take the chance here to express my deeply thankful to all the staffs or officers that has been interacting and taught a lot of knowledge to me as below:

Road And Traffic Engineer : Mr Izan Shaharudin Bin Maskan

Road And Traffic Eng Assistant : Mrs. Nor Aklima Bin Khidir

Road Officer : Mr Aizuddin Akmal

M&E Engineer : Mr Yuzairi

Drainage Engineer : Mr Razif bin Ayub

Planning Engineer : Akmal Hiswa

Finally I would like to express my heartfelt gratitude to my family, friends and also supervisor for their support, suggestion and criticism.

2.0 INTRODUCTION

The training is a key component in the learning curriculum Polytechnic Ministry of Higher Education Malaysia (MOHE). Students are required to pass before the industrial training recommended for the award of the Certificate of Bachelor of Ministry. Students will be placed in a specific organization for a semester in order to expose them to the real working environment.

This training is very important because it can provide guidance to students so that they will be more ready for the challenges and new experiences and subsequent follow and adhere to the rules.

For third year students, those taking the Bachelor in Civil Engineering will undergo industrial training at the sixth semester. During the 12 weeks, students will be exposed to the real environment in the workplace. The real aim of this industrial training is as a basis for a student before entering a real working environment, as well as build their own individual personalities.

The training provides the space and exposure to each of the students to gain knowledge in the field of employment. Knowledge and experience gained from training industry will help in the future to pursue employment. Also the government and the private sector to play an important role in the success of the program that provides benefits such as providing opportunities for students to apply theories learned in the past are eligible to receive a certificate or diploma that is recognized by the Ministry of Higher Education Malaysia (MOHE).

3.0 COMPANY BACKGROUND

Majlis Perbandaran Johor Bahru Tengah logo

Majlis Perbandaran Johor Bahru is a local council that was set up in 1953 started from a small administrative center which later merged with the local council, now MPJBT has created history once again after being declared as a Local Authority Municipal class council.

Rapid development in Johor Bahru Metropolitan affects directly to the Johor Bahru Tengah. Capacity for the area before the municipality is 303.5 square kilometers. Meanwhile, after the municipal area is about 338.5 square kilometers.

The main criteria is to make Majlis Perbandaran Johor Bahru Tengah competent and capable of hosting plans that cover various aspects of development, including the development of infrastructure and public facilities, socio-economic development, beautification, development of tourism and the development of information technology (IT).

Majlis Perbandaran Johor Bahru Tengah is divided into two main zones of the eastern zone and western zone. East zone covers Ulu Tiram, Masai, and Plentong, while the western zone consists of the area of Skudai, Lima Kedai,

Gelang Patah, Kangkar Pulai, and Ulu Choh with a total population of 525.351 people.

Now Majlis Perbandaran Johor Bahru Tengah have all these developments make it as a focus area for society whether placement or even a place to make a living.

Majlis Perbandaran Johor Bahru Tengah will strive to achieve a leadership development organization, continuing in line with customer requirements to become a competent authority in creating a planned township, cultured, beautiful and prosperous. Hopefully, Majlis Perbandaran Johor Bahru Tengah will achieve successes bigger in the foreseeable future.

Location of Majlis Perbandaran Johor Bahru in the map

MISSION

"Organizational leaders continued progress, in line with customer requirements"

VISION

"As the competent authority in creating a planned township, beautiful cultured and prosperous"

OBJECTIVES

"Planning and control of development in order to create a city of history"

"To ensure that the laws and regulations enforced in a fair and wise"

"Adopting a people-friendly management"

QUALITY POLICY

"All MPJBT service is quality driven and the Department is committed to provide an efficient, friendly, accurate and consistent with the interests of the

people and improving the quality of service on an ongoing basis"

3.1 Rationale Coat of Arms and Logo

Arms MPJBT

This coat of arms symbolizes the identity of the State as well as describe the five key principles of the Local Government and Johor Bahru Central Municipal Council (MPJBT). Coat MPJBT circular MPJBT administrative means in an area that is united and thus symbolize unity for all levels of management in establishing Municipal MPJBT planned, cultured, beautiful and prosperous. Jawi is applied at the top of the circle is showing identity, religion and culture should be preserved.

MPJBT logo

Description Color Logo

Red

Symbolizes courage, strength and firmness in generating MPJBT administration.

Blue

Symbolizes national unity and the rule of faith and enthusiasm, and dedication of each of individual MPJBT always ready to provide the best service to the community.

Yellow

Symbolizes the greatness and power of the ruler and establish a state of Johor sovereign. It also symbolizes the spirit MPJBT always blazing in their duty towards the goal MPJBT

Green

Represents the historical background of the area that was once a green area for the cultivation of pepper and gambier in addition to creating a well-planned township, cultured and do not forget to showcase the beauty of the area MPJBT and prosperity.

Orange

Symbolize the active, strong and mighty MPJBT in carrying out their duties and to ensure peace and prosperity

3.2 Implementation of MS ISO 9001: 2000 MPJBT

Majlis Perbandaran Johor Bahru Tengah has been awarded the ISO 9001 Quality Management Certificate from SIRIM for Tax Collection Services Assessment, Building Approvals and Business Licence on 29 April 2005.

The award is the result of hard work of all staff MPJBT of always putting the system in a systematic and effective work to provide the best service to the people.

This proves MPJBT not complacent and will always strive to improve the quality of services to people from time to time.

3.4 Department of Building and Engineering

Building and Engineering Department is the department that oversees all construction and maintenance projects. The department is divided into three units: Development, Building Control Unit and Unit Projects and Maintenance. Projects and Maintenance Unit, are Engineer, Senior Technical Assistant, Technical Assistant, Civil Technician, Technician, Mechanical and Electrical, and draftsman. Their work is different and involves work that requires special skills. Their duties are as follows:

Engineer

     - Oversee and supervise the building           - Solve problems that arise during construction

Senior Technical Assistant

       - Record the progress and problems of the work to be sent to the Engineer          - Supervise the project          - Provide instruction based on the top

Technical Assistant

- Assisting the task of architects, engineers and quantity surveyors

Technician

        - Controlling the construction work so that the quality of work in accordance with the planned schedule         - Make amendments and additions to the engineering plans         - Filling diary site (site diary)         - Controlling and resolving matters arising in contract as well as claims by contractors          - Examine the materials used by the employee.

Draughtsman

- Prepare plans           - Ensure all plan details such as size, job specifications and materials as specified in the plan.

3.5 Objective of Building and Engineering

Ensure that all public and private development complies with all the requirements and regulations in order to create a beautiful environment, well-organized and complete.

Ensure that the residents can enjoy social and public facilities by way of preparation and the facilities.

Ensure that all public facilities and infrastructure in good condition and safe to use.

Provide technical support to other divisions in the council.

3.6 Activities Undertaken

Truth (piano) perform earthworks, drainage and roads for housing projects

Truth (plan) to erect buildings for housing projects

Truth (plan) to erect a residential building

Truth (plan) to erect special buildings (building factories, shops, petrol stations and others).

Truth (plan) to change / add to existing buildings.

Approval changing / adding residential building low-cost houses using equivalent plan

Certificate of Fitness Application (CFO) of the building.

Inspection of buildings erected and altered

Request for quotation / tender for the implementation of development projects

Monitoring of development projects

User minor maintenance work

Maintenance of records and secure way "Marris"

Public Complaints

Application install street lights

Maintenance and repair of vehicles scheduled

Naming of new streets, place and name of building3.7 Organizational Structure MPJBT

Majlis Perbandaran Johor Bahru Tengah has nine departments:

Department of Valuation and Property Management

Department of Building and Engineering

Legal Department

Administration

Department of the Treasury

Department of City Perancanagan

Department of Parks and Recreation

Department of Health and Licensing

Department of Computer Information danTeknologi

4.0 Introduction of work

During my first arrival at MPJBT,I was first been introduce to the Head of Civil Engineering Department , Mr Hj Yunos Bin Wagiran. Because there are five department under the civil engineering department, therefore Mr Yunos had assist me to work on three of the department. Since I have three month of internship period, therefore each month I will have to change my position on to other department.

The department I am assisted is on the road and traffic department, drainage department, mechanical and electrical department.

Road And Traffic Department

During my training at the Road And Traffic Department, MPJBT, my supervisor Mr Izan Bin Shaharudin Maskan has given me the task to assist in road projects carried out in the shade MPJBT. Between work and the tasks I need to do is:

4.1. Learn and understand the work carried out in the Road and Traffic Division.

On the first day of my report, I have met the Head of Department of Engineering, Mr. Yunus Bin Hj Wagiran and I was stationed at Roads and Traffic Division. Here I was assigned the task to start my training sessions to learn and understand the work carried out at the Department of Engineering. I was given some books by my supervisor to make me understand more about the road works done by MPJBT. The books provided are:

i) Degisn Checklist For Road Projects (ATJ 28/2013)

ii) Guide Sign Design And Application (ATJ 2E/87)

iii)Manual On Traffic Control Devices And Standard Traffic Sign (ATJ

2A/85)

iv) Manual On Traffic Control Devices, Road Marking & Delineation (ATJ

2D/85)

v) Buku Panduan Ringkas System Papan Tanda Jalan 2013 (JKR)

4.2. 'Inspection'.

Among the works to be carried out by engineers and technicians at Roads and Traffic Department is making an inspection of the project has been given to the contractor. inspection is important to review the work done by the contractor responsible for whether the work is done according to the specifications set by the MPJBT or not. Final inspection were made after the work is totally finished .The contractor only can claim their money after the works were approved by MPJBT.

Among the inspection made by MPJBT is :

Guard rail final inspection

Guard rail inspection at jalannusa perintis 1/4

Apart from the inspection work done for the guard rail. I also have been brought to the complaints made by residents of the guard rail that was damaged and also the need to install guard rail due to

Damaged guard rail and proposed guard rail due to small road side

Proposed guard rail because of there are accident reported happened

Speed breaker and bump inspection

4.3.Coring Test

The pavement coring process involves the removal of asphalt and road materials for laboratory testing. Pavement coring is a necessary process in the analysis of pavement performance. To select proper designs, guide the mixture selection and avoid the reuse of damaged materials, pavement coring is essential to the investigation process. The Infrastructure Management Section operates a hydraulic truck-mounted pavement core drilling rig as well as a portal electrical unit. See pictures of the equipment below.

As one of the requirements set by the JKR to check the road works have been completed, coring test should be done. The purpose coring test was carried out is to see whether the thickness of premix according to the specifications. The sample is then send to UTM for laboratory test.

Coring is done by the MPJBT technician

The thickness of the premix is measured using Vernier

caliper

The thickness of the road pavement should pass 50mm.

Coring is done for every 100m

Electric Core Drill

With a flexible, multi- purpose vacuum/anchor bolt drilling system this drill is ideal for almost any wall or ceiling placement and many hard-to-reach applications. Its 1,000 pounds of vacuum force solidly grips the drilling surface in seconds

4.5 PAVEMENT DESIGN METHODOLOGY

The design procedure used in this Manual is based on traditional concepts ofpavement design, which is based on the assumption that the following twostrains are critical to pavement performance;

Vertical strain z on top of the sub-gradeε Horizontal strain t at ε

the bottom of the lowest bound pavement course

In the design process, type and course thickness of paving materials areselected to ensure that the above strains remain within an acceptable range.Vertical sub-grade strain is adopted as a design criterion to control accumulation of permanent deformation of the sub-grade. Sub-grade

deformation (strain) is primarily a function of sub-grade stiffness and

strength, traffic (design load andcumulative traffic volume over design period), and the thickness and stiffness of the pavement structure above the sub-grade. Horizontal strain at the bottom of the bound layer (bituminous or cement treated material) is used to control fatigue damage due to repeated traffic loads. Both of these strain values are expressed as a function of traffic volume. The allowable design strain is that which occurs under a single pass of an Equivalent Standard Axle Load (ESAL). Allowable strain values decrease with increasing traffic volume; strain caused by a single pass of the design wheel load must be smaller for a pavement designed for high volumes of traffic than for low traffic volumes

4.6 Determination of Design Traffic

The Equivalent Standard Axle Load (ESAL) used in this Manual is 80 kN, whichcorresponds to the standard axle load used in the AASHTO pavement designprocedure.

Traffic volume is calculated from a known or estimated volume of commercialvehicles (CV) and axle load spectrum. Axle loads of passenger cars are too lowto cause significant pavement distress; therefore, traffic counts and axle loadspectra used for pavement design are based on the volume and type ofcommercial vehicles. Traffic data that are considered in this Manual include;

Number of commercial vehicles during Year 1 of Design Period, which isthe expected year of completion of construction.

Vehicle class and axle load distribution.

Directional and lane distribution factors.

Tyre characteristics and inflation pressure.

Traffic growth factors.

Three types of raw traffic data are typically collected and entered into a database; vehicle counts, vehicle classification, and load data. Based on currentMalaysian practice of traffic characterisation, two types of data are available forstructural pavement design;

Traffic volume and percent commercial vehicles from the JKR nationaltraffic data base (administered by the Highway Planning Unit or HPU).

Axle load studies, which provide information about the axle loadspectrum for selected types of roads and highways in Malaysia.

Axle load studies provide information about the type of commercial vehicles and axle loads for a specific road section. Axle configurations and corresponding load equivalence factors (LEF) used as basis for this Manual are shown in Table 1.

For pavement design purposes, mixed traffic (axle loads and axle groups) is converted into the number of ESAL repetitions by using load factors. The structural design of a pavement is then based on the total number of ESALpasses over the design period. Load factors can be determined from theoretically calculated or experimentally measured truck and axle loads. Information from axle load studies carried out in Malaysia and from legal loads in Malaysia(Maximum Permissible Gross Vehicle and Axle Loads, RTA 1987, Weight Restriction Order 2003) have been used as basis for calculating commercial vehicle load factors for traffic classes monitored by HPU.

Note: Axle load studies provide the most reliable basis for calculating ESAL; axle load studies should be carried out and used whenever feasible.

In the absence of an axle load study, Table 1a below shall be used as a guide.

The following permissible gross vehicle weights (MGVW) and maximum axle loads (MAL) in accordance with List 1 (Peninsular Malaysia) of the Road Transport Act, Weight Restrictions Order 2003, were used as basis for calculating Vehicle Load Factors (VLF) shown in Table 1.

ƒ Axle Loads:

o Maximum Single Axle (4 Wheels): 12 tonnes o Maximum Tandem Axle: 19 tonnes o Maximum Tridem Axle: 21 tonnes

ƒ Maximum Permissible Gross Vehicle Weights (RIGID Vehicles): o 2-Axle: 18 tons o 3-Axle: 26 tons o 4-Axle: 33 tons ƒ

Maximum Permissible Gross Vehicle Weights (ARTICULATED Vehicles): o 3-Axle: 30 tons o 4-Axle: 37 tons o 5-Axle: 40 tons o 6-Axle: 44 tons

4.7 Bill of quantity

During my training at the road and traffic department, my supervisor also assist me to learn and make a bill of quantity (BOQ)

The objectives of the Bill of Quantities are:

(1) to provide sufficient information on the quantities of Works to be performed to enable bids to be prepared efficiently and accurately; and when a contract has been entered into.

(2) to provide a priced Bill of Quantities for use in the periodic valuation of works executed.

In order to attain these objectives, works are itemized in the Bill of Quantities in sufficient detail to distinguish between the different classes of works, or between works of the same nature carried out in different locations or in other circumstances which may give rise to different considerations of cost. Consistent with these requirements, the layout and content of the Bill of Quantities are required to be as simple and brief as possible.

BILL OF QUANTITY

4.8. Road And Traffic Project

As for a month in training under the road and traffic department, my supervisor have given me a real project for me to take full responsibilities on. This is to give me the real feeling of working as a true engineer. Furthermore, this also can give me a exposure about the things that I only learned in the lecture compare to the real site works.

CASE STUDY 1:

CONTRACT PARTICULARS

Project Title : Kerja-Kerja Membina Tempat Meletak Kenderaan Dan Laluan Untuk Ruangan Kereta Menunggu Di Sjck

Thor Burn Di Persiaran Bakri 1 Dan Kerja Pelebaran Jalan Di Jalan Bakti 2, Taman Mutiara Rini, Skudai, Johor

Contract No. : MPJBT/S/297/2014

Client : MCA Gelang Patah

Project Manager : Majlis Perbandaran Johor Bahru Tengah

Built Contractor : Meera-Link Engineering & Trading

Contract Sum : RM 126,650.00

Contract Period : 4 week

Commencement Date : 7th July 2014

Completion Date : 4th August 2014

Defect Liability Period : 3 weeks

This recommendation is due to the application of MPJBT councilors who had received complaints from local residents.

Report proposed modification rural fence SJCK Thorburn as a car park, construction of zebra crossings, humps and signage school.

Date : 9 January 2013

Location : Rural Fence of SJCK Thor Burn

Attendance : Mr Jason Teoh Sew Hock, Ahli Majlis MPJBT

Mr. Hj Yahya , MPJBT Engineer

Mr Izan Shaharudin , MPJBT officer

Mrs Swee Lye Peng, Chairman PIBG SJCK ThorBurn

SJCK Thorburn Headmaster

Report:

1. Accept application related modifications outside the fence area SJCK Thorburn was the site for the parking of pegerusi PTA SJCK Thorburn, Ms. Swee Lye Peng

2. Monitoring and site visits conducted to identify areas suitable proposals with engineers MPJBT, Officer MPJBT

3. Cadanggan This is for the safety of pupils and teachers worked for several accidents have occurred at the school during the years 2011 and 2012 as the school has two school sessions (morning & evening)

4. The accompanying drawings and plans for the proposed reference

Suggestions:

Renovation of rural fence SJCK Thorburn was the site for parking

Build zebra crossings for safety of students crossing

Build 3 humps to reduce vehicle speeds in the area

Holding signs “KAWASAN SEKOLAH and HAD LAJU and "CHILDREN PASSING"

Build the yellow box at the front gate A

Location of the school and road to be construct

The process quotations were issued and work pon quotation has given credence to the Meera-Link Engineering & Trading to be completed.

Responsibilities were given to me by my supervisor to keep track of the work done by the contractor until the work is completed. Below are listed activities and problems that arise during the construction of the road work.

Activities :

1. Remeasured : The actual site must be measured again by the contractor to confirm the amount of area that the quantity surveyor had measured must tally with the area measured by the contractor. This process is important to ensure that they follow the amount of material stated in the BOQ

2. Site clearing : Site clearing works are done by using a bulldozer and a truck. There are 12 trees that have to be cut off for this site clearing proses.

3. They excavate using a excavator for the road base (250mm) crusher runAnd compacted using 8 tonne vibrating roller

4. Kerb installation and then premix is lay and then compacted

From the beginning of the road work. I was responsible for monitoring and if there is a problem, ia am the person to report to my supervisor. The proposed work is not same as the work at site because of there is some change made according to the client.

Meeting had been made to discuss with the Ahli Majlis and the headmaster of SJCK Thorburn about the changes or improvement needed and approved by MPJBT .

The work is also not done according to schedule due to Hari Raya Aidilfitri holiday.

Proposed site before road works

Site clearing had been done and complete.

The crusher run had been compacted and some of the kerb had been installed.

Paver machine

8 tonne roller Thermometer used to measure the temperature

After the work were complete

The road work is complete and the last inspection will be taken place very

soon. I learn many thing along this road work progress .The project/case study given is a success .

4.9. Quarry visit

On Thursday 6/19/2014 , the Engineering Department has been invited by PARAMOUNT Premix Sdn. BHD to visit their quarry in Jalan Air Hitam in Kulai. The objective of this visit was made to introduce the premix product that is processed by the company PARAMOUNT Premix Sdn. BHD to MPJBT. We were given a little introduction about the premix product in this process at the quarry. We also brought to see the whole process of preparing a premix processed automatically.

Name of company : PARAMOUNT Premix Sdn. BHD.

Site Address : Lot 104, KM 52, Jalan Air Hitam, 81000, Kulai, Johor.

PARAMOUNT Premix SDN BHD batching plant

The manufacture of coated roadstone demands the combination of a number of aggregates, sand and a filler (such as stone dust), in the correct proportions, heated, and finally coated with a binder, usually bitumen based or, in some cases, tar,although tar was removed from BS4987 in 2001 and is not referred to in BSEN 13108/1 . The temperature of the finished product must be sufficient to be workable after transport to the final destination. A temperature in the range of 100 - 200 degrees Celsius is normal.

Increasingly, recycled asphalt pavement (RAP) is used as part of the mix. The binder used is flammable, and the heaters are large liquid or gas fired burners. RAP is introduced after the heating process and must be accounted for in the overall mix temperature calculations.

There are three main classes of plant: batch heater, semi-continuous (or "asphalt plant"), and continuous (or "drum mix"). The batch heater has the lowest throughput, the continuous plant the highest at up to around 500 Tonnes per hour.

Supply of roadstone for large contracts is generally by tender with considerable pressure on price. A faulty batch of roadstone must be planed up and relaid, often with additional lane rental charges, at a cost which may be orders of magnitude higher than the original price, so sophisticated control systems are a necessity.

The thermometer used to check the temperature of the premix produce

As a requirement from the DOE , the dust produce from the mixing of

cement in the drum must be treated

Different size of aggregates is separated to give more variation of

premix sizes

QUARRY VISIT ATTACHMENT

Asphalt batch mix plant mainly including: cold aggregate supply system, drum dryer, burning system, hot aggregate elevator, vibrating screen, weighing system, mixing tower, dust

collecting system, filler supply system, bitumen supply system, electronic control system, finished asphalt storage bin

The Place Where the premix is loaded into the trucks

The Truck weight station

4.10. Horrizon Hills Site Visit

I am also been exposed to the one of the MEGA project made by UEM .The purpose of this site visit is to show the sample of a sustainable mega construction.

HORRIZON HILLS ATTACHMENT

4.11 OTHER WORKS ATTENDED

Apart from the work on other works involving road project, I was also given the task to assist my supervisor in the work done by the technician and road MPJBT officer .This work is also good for me to gain more knowledge related to engineering work.

Among the works that my supervisor assist me to help and to do is:

1. Drawing Practice : Draw using autocad ,the road work plan for road widening project

2. Road Sign and Guide sign design for Taman Pulai Indah : I was given a task to study and propose a road and guide sign for Taman Pulai Indah. The design must follow the requirement satisfied by JKR specification

3. Meeting : every month of my training period, I have to do a presentation to report about the works done at that one month period

4. Tender Meeting : I was also been exposed to the meeting held by MPJBT on the Tender Works

All of the work given have been successfully done before the end of the training period.

DRAWING PRACTICE

ROAD SIGN AND GUIDE SIGN DESIGN

MONTHLY PRESENTATION

TENDER MEETING

CONCLUSION

After I have been here to complete my industrial training, personally I can say that theoreticals and practically are two different scenario. I can design and calculated the exact values that are to be used, but practically the condition usually does not coincide 100%.

Needless to say, for this whole training period, I had gain so much knowledge which I had not expected earlier. All the activities that I carried out on site help me to apply and proves the entire knowledge which I had learnt while in lecturing. It shows that not all theory can be practice on site. They are certain constraints that preventing some theories are not applicable and this is where the engineers come into action to make the decisions.

With the friendly cooperation by all the members in the firm, I am able to carried out my practical training smoothly. I had been granted the

permission to enter at any single point on site. Thus, throghout my training, I am lucky because I am able to see different types of concurrent activities that was done.

It was a great time for me gaining a lot of experience and spend my practical training in this company. I also improved my leadership, communication and management skills. I also become more confident and more open minded in making decesion. I think involving in this project was a great oppurtinities to gain experience and contribute before developing my future carrier.

Last but not least, heartily hoping with this training, I am ready to face the real world after my graduation in UTM provided having the right attitude and always eager to learn all knowledges and skills which can be obtain in real work situations later.

APPENDIX