3 0ktober 2012 latihan industri.vvpptx

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INDUSTRIAL TRAINING

PRESENTATION

PRESENT BY:

NURMAIZURA BINTI ARIS

AE09010



JABATAN KERJA RAYA, KOTA

TINGGI, JOHOR .

FUNCTIONS

Jabatan Kerja Raya (JKR) is responsible for the planning, designing andconstruction of infrastructure projects in Malaysia and is the

implementing agency and technical consultant to the government. As

the implementing agency and technical consultant for the majority of

the government projects, JKR provides project management, asset

management and technical consulting service as the department’s core

business.



INDUSTRIAL TRAINING

SCHEDULE

BUILDINGDEPARTMENT

• 18.06.2012

• 25.07.2012

ROADDEPARTMENT

• 26.07.2012

• 31.08.2012

QUANTITYSURVEYORDEPARTMENT

• 01.09.2012

• 07.09.2012



BUILDING DEPARTMENT

Pre-handing over school (SJKC GOGOK, Kota Tinggi,

Johor )

Construction of 1 storey building of workshopat SMV

Construction of 1 storey building of arc andgas at SMV

Construction of Mosque Quarters 4 storey atTg.Sedili

Construction of Mosque at Pasir Gogok



This pre- handing over is be held in order o avoid incoming problem after fullhanding over.

During this visit, the school need to prepared a representative in order to check

up the school that are ready to hand over.

Problems:a. The switch is unable to function well

b. The toilet is having leakage( piping system)

c. Furniture that is not in accordance with drawings (unsuitable) etc.

Solution:

a. The sub contractor is needed to repairing the damage which have been trace

by the school representative and JKR Technician.

PRE-HANDLING OVER A SCHOOL



SMV : 1-Storey Workshop

Site progress:

a. Setting-out

b. Site investigation



Pasir Gogok: Mosque Construction

Site Progress:a. Pile Foundation (Drop hammer)

Site Progress:

a. Excavationb. Pad Footing

SMV : 1-Storey Building Of Arc and Gas



Shallow Foundation System

The vibrator is used tocompact the concrete.

After reinforcement

installation (lean concrete

is needed)

Works of dig land before

reinforcement is installed

for pad footing.



Tg. Sedili: 4-Storey Building Of Mosque Quaters

Site Progress:

a. Pile cap

b. Concrete of beam and slab(ground floor)

c. Concrete of column



Tg. Sedili: 4-Storey Building Of

Mosque Quaters

Ensure position column at

line that is straight

While concrete being

poured, raked and

vibrated (beam and slab

concrete)

Figure 26: The concrete is

poured to the formwork of

column.



Problem: the beam is filled with mud

Solution: Spray of the clean water

Problem: the concrete is dry up

Solution: continuously wet by ponding

with water.

P

R

O

B

L

E

MSO

L

U

T

I

O

N



ROAD DEPARTMENT

Routine

Road Forensic

Field Density Test (Sand Replacement

Method)



RO1

Pavemen (pothole

Repaired)

RO2

Road

Shoulder Maintenance

R03

Grass Cutting

R04Road Furniture

RO5Bridge And Culvert

RO6

Drain

Maintenance



RO1-Pavement

RO3- Grass Cutting

RO7- Drain Maintenance



ROAD FORENSIC

• Determination of pavementsurface texture depth.Sand Patch Method

• Determination of the frictionbetween a skidding tyre and

wet road surface.

Portable skid-

resistance



The surface to be measured is dry and is sweep

clean with a soft brush.

The cylinder is filled with sand, the base is

tapping three (3) times on the surface to

ensure compaction, and the sand level with

the top of the cylinder is strike off.

The sand is carefully pour into a conical heap

on the surface to be tested

The handle of the wooden is holding

between the thumb and fore finger, and

without applying vertical pressure on the

disc, the sand is spread in a spiral motion

from the centre of the heap so that the sand is

spread into a circular patch all times.



The below surface of the road is wet with the

water to check lubricating the road when rainy

day.

Portable skid-resistance tester is setting out.

Ensure it bubble is in the middle.

Rubber slider is let go (ensure it touch the road

surface). The reading is recorded.

The thermometer is used to gained road

temperature at that point.

Field Density Test (Sand



Field Density Test (Sand

Replacement Method)

A round hole was excavated (6 inch diameter and6 inch depth).

The pouring cylinders was placing over

excavate hole.

Lay metal tray with hole over the portion ofmaterial to be tested.

The sand that run out after the shutter is opening.



CONCLUSION

Able have many experiences and knowledge that could not achieve during

in lecture is available while undergoing industrial training. Among premier was

difference between theory and practical.

Able to increase self confidence to face real work nature but also also help

improve way in communicating and social intercourse with public

Able to see how to communicate with workers whether from

subordinates or superior which involved with this department



THANK YOU

3 0ktober 2012 latihan industri.vvpptx

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