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THE SECOND PENANG BRIDGE PROJECT
Sustainability Consideration in The Construction of Jambatan Kedua Pulau Pinang
Presented by : Dato’ Ir. Dr. Ismail Mohamed Taib,Managing Director, Jambatan Kedua Sdn Bhd
22 October 2015Kuala Lumpur, Malaysia
LEMBAGA
LEBUHRAYA
MALAYSIA
JAMBATAN KEDUA
SDN. BHD.
KERAJAAN
MALAYSIA
4th Construction Industry Research Achievement International ConferenceGlobal Sustainable Construction Beyond 2020
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Photo by Jaafar Abdul Razak© 2014 Jambatan Kedua Sdn Bhd
CONTENT
Project Introduction
Sustainable Development
i. Environmental Responsibility
ii. Social Progress
iii.Economic Activity
Awards
Conclusion
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Jambatan Kedua Sdn Bhd (JKSB), a wholly-owned company ofthe Minister of Finance (MoF Inc.) the concessionaire for theSecond Penang Bridge Project (PB2X).
The bridge project which cost RM4.5 billion is the longest inSouth-East Asia with a total length of 16.9 km over water.
The construction of The Second Penang Bridge commenced inNovember, 2008 and open to traffic on 1st March 2014.
The project faces various challenges in applying sustainability toboth design, construction and maintenance.
It is also pioneering in Malaysia tobe fully designed for seismic loadfor a 475 year return periodearthquake and a 2500 yearreturn period earthquake with "nocollapse” criteria.
PROJECT INTRODUCTION
© 2014 Jambatan Kedua Sdn Bhd
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The Second Penang Bridge when completed,will improve trade efficiency and enhancelogistics systems by providing betterconnectivity and accessibility to PenangInternational Airport.
The bridge will alleviate the currentoverloaded traffic at the existing bridge andto meet the future traffic demand, apart frombeing one of the key elements in thedevelopment of Penang as logistics andtransportation hub for the northern region ofMalaysia under the Northern CorridorEconomic Region (NCER) programme.
The preliminary Environment Impact Assessment study wasundertaken for the project and approved by the Department ofEnvironment in 2007.
© 2013 Jambatan Kedua Sdn Bhd
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© 2014 Jambatan Kedua Sdn Bhd
Overall View of Jambatan Sultan Abdul Halim Mu’adzam Shah, Malaysia (Second Penang Bridge)
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TN
Synergy
S/B
Pa’ Wan Teh
S/B
HASHIM
DESIGN
SENITAMAN
BUMI INDAH S/B
CONTRACTOR LANDSCAPE FOR 3B & 3C
LANDSCAPE ARCHITECT PACKAGE 3H (LANDSCAPE
FOR 3B & 3C )
ARKITEK
URBANISMA S/B
LANDSCAPE ARCHITECT FOR PACKAGE 3A
SENITAMAN
BUMI INDAH
CONTRACTOR LANDSCAPE FOR 3A
CONSULTANTS FOR PACKAGE 3D
PJSI
CONSULTANT
S/B
PACKAGE 3E
PACKAGE 3F
Organization set-upProject Org. Chart (Construction)
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Sustainable development is an enduring balanced approach to social progress, economic activity and environmental responsibility.
SUSTAINABLE DEVELOPMENT
SUSTAINABLE
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Sustainable Development
• JKSB has undertaken the lifecycle management of PB2X wheresustainable develepment and green technology are ke to building thefuture.
• Sustainable development is an enduring balanced approached tosocial progress, economic activities and environmental resposibility.
• The emphesis to the lowest whole life cost is to promote the conceptof design for durability. Durability is influenced by the followingfactors:
Design and detailing Specification of materials used in construction Quality of construction
• In effort to conserve natural resources andprotect the environment, high standards ofenvironment protection were incorporated.
• Marine fauna were closely monitored to avoidchanges to the sensitive marine environment.
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Southern Route C
Mid-Channel
Route
Northern Route
Alternative Alignments
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Planning Stage
• In the feasibility study, alternative alignments considered were:
i. The Northern Route (highest IRR)
ii. The Mid-Channel Route
iii. The Southern Route
• However, the alignment of the Southern route was chosen as topromote socio-economics development in the south that wouldprovide a balanced development across Penang state.
The Ground Breaking Ceremony byformer Prime Minister, YAB TunAbdullah Haji Ahmad Badawi, 12November 2006
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Environmental social activities for community
Presentation of papers which includes environmental issues applied toJKSB during conferences.
Exhibitions to promote JKSB approaches in sustainable bridge construction Adopted School Program (5 schools) Practical training > 100 trainees(from various universities, Universiti
Teknologi Petronas, Universiti Teknologi Mara, University Malaysia Pahang,Universiti Teknologi Malaysia, Universiti Malaya, University of Alabamaetc.)
Visitors (from various private organisations, government bodies anduniversities.)
Environmental Social Responsibility
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Investing in Environmental Research & Development andEducation
Socioeconomic impact of Second Penang Bridge Construction Projectundertaken by Malaysian Institute of Economic Research (MIER) . A grantof RM200K was allocated to this research performed in 2013
Socioeconomic Impacts and Ecosystem Health of the Second PenangBridge Construction on Sustainability by USains, an investment arm ofUniversity Sains Malaysia handles the corporate grant for research. Agrant of approximately RM870K was allocated for this research that iscurrently ongoing.
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Photo by Rashdan@ 2014 Jambatan Kedua Sdn Bhd
Environmental Responsibility
i. Environmental Monitoring and Auditing
ii. Managing Environmental Issues
iii. Minimal Impact on water flow
iv. Green Building Technology
v. Reducing the Impact of Dredging
vi. Flora and Fauna Monitoring
vii. Habitat Creation
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Sampling Points for the Monitoring Study
Location of Ambient Environmental Monitoring
Station
Location of Water Quality Sampling Works
Base line data have been established by the respective Package 1 and 2contractors as referenced data for EMA for dredging and offshore disposalof spoils, piling, construction machineries and equipment during theConstruction Phase of the Penang Second Bridge.
14
i. Environmental Monitoring and Auditing(EMA)
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• Various environmental consultants were appointed to conduct a comprehensivemonitoring regime through Environmental Impact Assessment (EIA),Environmental Management Plan (EMP) and the Fisheries Impact Assessment(FIA).
CONSESSIONAIRE / PROJECT MANAGER
JAMBATAN KEDUASdn. Bhd.
ERE CONSULTING GROUP Sdn. Bhd.
INDEPENDENT EIA AUDITOR
Package 1, 2 & 3
PACKAGE 1
UEM BuildersBhd.
PACKAGE 2
CHEC Construction (M)Sdn. Bhd.
EIA & EMP
DR. Nik &
Associates Sdn
Bhd.
R-SYNC Tech.
Resources
Sdn. Bhd.
DREDGING AND DISPOSAL OF
SPOIL MATERIAL
Cergas MurniSdn Bhd
PACKAGE 3A PACKAGE 3B PACKAGE 3C
CSK
Murni
Services
Environmental
Science
IJM CorporationBerhad
HRA TeguhSdn Bhd
Design & Build Conventional
YES Enviro
Services
Sdn. Bhd.
CSK
Murni
Services
FANLI Marine & Consultancy Sdn Bhd
INDEPENDENT FIA CONSULTANT
EIA & EMP EIA & EMP EIA & EMP EIA & EMP
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• Most of the bridge sections including tubular steel piles, precast spun piles,reinforcement caging, precast shell and Segmental Box Girder are IBScomponents that are prefabricated on land to reduce the amount of timespent at the bridging line and the risk of damaging or polluting the marineenvironment.
Precast Spun Piles
Precast Shell
Segmental Box Girder
Reinforcement Caging
ii. Managing Environmental Issues
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WATER BROWSER REDUCE FLYING DUST
NOISE REDUCTION EXPANTION JOINT
HYDRAULIC PILING HAMMERCONTAINMENT WALL AT DIESEL
STORAGE TANK
MARINE WATER MONITORING RORO BIN FOR SOLID WASTE DISPOSAL
Managing Environmental Issues
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PROPER SCHEDULED WASTE AREA MAINTENANCE OF SILT TRAP GOOD MAINTENANCE OF DETENTION POND
MATERIAL STORAGE AREA WAS STACKED IN ACCORDANCE WITH THE MATERIAL SAFETY DATA SHEET (MSDS) ON SITE
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The steel fender system was adopted due to its environmental friendliness, cost saving and shorter construction period.
Total pilecap : 4 nosPilecap size (P25 & P26) : 48.1m x 17.5m x 6mPilecap size (P24 & P27) : 42.7m x 10.6m x 4m
Steel Fender System
MAIN NAVIGATION SPANS
Substructure
iii. Minimal Impact On Water Flow
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• The design is based on requirements of 80% of IBS and 80% ofGreen Building Index.
• A green building concept is introduced to save water, energy andmaterial.
• The landscaping and the exterior look of the Toll Plaza are designedin such a way that the trespassing light is eliminated by plants andshaded area.
• Rain water from the roof of the building is harvested to supplementthe conventional water supply. The natural light is maximized for theintermediate floors to minimize the usage of electricity. Highefficiency windows and insulation in walls, ceilings and floors areused for the benefit of better temperature control.
Proposed Toll Plaza & Administrative Building Complex
iv. Green Building Technology
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Renewable Energy SOLAR THERMAL COOLING& PHOTOVOLTAIC
PHOTOVOLTAIC
S U P E R V I S I O N B U I L D I N G
A D M I N I S T R A T I O N B U I L D I N G
S U R A U
WIND TURBINE AT SURAU
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PB2X Complex© 2014 Jambatan Kedua Sdn Bhd
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View of Bandar Cassia Toll Plaza at Night
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PULAUJEREJAK
PULAUAMAN
TRUMPET INTERCHANGEAT Km 154 NSE
PULAUPINANG
NAVIGATIONAL SPAN
BATU MAUNGDIRECTIONAL RAMPS
RSA
PENANG SECOND CROSSING BRIDGETOLL PLAZA PLUS TOLL
PLAZA (EXIT)
9+000.
10+000.
11+000.
12+000. 13+000. 14+000.
15+000.
16+000.
0.
1+000. 2+000.
3+000. 4+000. 5+000. 6+000.
7+000.
8+000.
17+000.
18+000.
19+000.
20+000.
21+000.
22+000.
23+000.
BATU MAUNG TEMPORARY JETTY
PROPOSED
PROPOSED
PROPOSED
PROPOSED
PROPOSED
MAINLAND(BATU KAWAN)
LEGEND
Dredging works for 270m width Temporary Navigational ChannelTotal volume 11 million m³ of Dredged Materials
MATERIAL STORAGE YARD
BATU KAWAN TEMPORARY JTTY
BUKIT TAMBUN TEMPORARY FABRICATION
YARD
Dredged material disposal to Pulau Kendi
v. Reducing The Impact Of Dredging
Dredging Location
The dredging activities have to be carried out due to shallow water conditions at major portions of the bridge alignment which affect the barges movement for piling, pier and launching activities.
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• In total, 11 million m³ of material was dredged from the seabed in the Penang Strait. Dredging was done carefully and spillage was minimised to avoid suspended sediment that could shade and potentially endanger the marine life.
• Disposal barge are monitor through: GPS Depth monitor Discharge opening sensor
Silt curtain was erected and maintained properly
Dredging Work
cont’d
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Package 1 : Location of Water Quality Sampling by R-Sync Sdn Bhd
cont’d
Water Quality sampling location at disposal route
Disposal Area
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vi. Flora & Fauna Monitoring
• Marine flora and fauna are monitored throughout the construction phase toreduce demands and complaints from fishermen and fish farmers whoostensibly incurred losses as a result of the bridge construction.
• To ensure the aquatic life is not effected by the construction of SecondPenang Bridge, Fanli Marine & Consultancy Ptd. Ltd. (Fanli) is appointed byJKSB as an Independent Consultant to monitor the Fisheries ImpactAssessment (FIA) for this project. Fanli had earlier completed the base linestudy in 2007 for the Fisheries Department.
Overview Fisheries Industry in Penang
There are 17 fishing villages on the island and 14 fishing landing point on the main land.
In 2007, marine fisheries catch in Penang amounted to 37,774 tonnes worth RM 218.9 million.
The industry provides livelihood to nearly 3,193 fulltime fishermen.
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Fisheries LocationLocation of Fisheries Landing Points
Location of Cage Culture Farms
Location of Cockle Farms
cont’d
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vii. Habitat Creation
Research by Lund University in Sweden hasdiscovered that the Oresund Bridge connectingDenmark and Sweden has improved the MarineEnvironment in 10 years since it was built.
In the Second Penang Bridge, aquatic life such asalgae, oysters, fishes are found abundantly aroundthe newly driven piles.
They become food for fish like the LongfinBannerfish (Heniochus acumiratus), Rock Grouper(Epinephelus fasciatomaculosus) and WhiteCheeked Monocle Bream (Scolopsis vosmeri) andthe local “udang lipan” (Stomatopod Crustacean).
It has been recorded that towards the end of theproject, the number of fish and invertebratespecies also found to increased from 9 to 23 and 4to 12 respectively for four years of monitoring. Assuch, it has been proven that the construction ofSecond Penang Bridge does not affect the marineenvironment of the surrounding area.
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Social Progress
i. Stakeholder communication and involvement
ii. Occupational Safety
iii. Public Road Safety
iv. Operation and Maintenance
v. Bridge Optimization
vi. Bridge Durability
vii. Learning From Good Practice
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• Monthly Coordination meetings are held regularly with MHA and government agencies to solve project issues and to ensure compliance with regulatory bodies requirements.
• The public, factory owners, marine department and other local authorities are informed well in advance of any disruptions caused by construction activities through meetings and correspondences.
• I-supervision was implemented to monitor the construction progress at site and for public to view via JKSB website.
i. Stakeholder Communication and
Involvement
I-Supervision
• Ministry of Finance, Unit Kerjasama Awam Swasta (UKAS), Ministry of Works (JKR) and Malaysian Highway Authority (MHA) are advised on the status of the project on regular basis.
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ii. Occupational Safety
• Safety measures are implemented whichinclude detailed planning of constructionactivities, safety training and education,inspections by safety officers and healthchecks.
• A well balanced training/ penalty/ awardsystem is utilized to keep all managementstaff and workers up to date with the latestHSE standards and to ensure theircompliance.
• Safety features during construction is of prime concern, the recorded LostTime Accident Rate (LTAR) at Second Penang Bridge is 8.98Nos./million.Hr on the entire project.
• By comparison, one of Europe safest record is accorded to the 12kmOresund Crossing (connecting Sweden & Denmark) recording 11Nos/million.Hr with 1 death case.
(Case study 49; Aspect of Sustainability, Oresund Bridge, Sweden & Denmark; January 2009 49cs:V1 )
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• Standard Guardrails with level TL3 is upgraded to level TL4 at strategic locations to ensure that in the event of an accident, heavy vehicles are contained.
• Motorcycle lane is separated from the main lane by NJB to protect vulnerable motorcyclist.
iii. Public Road Safety
NJB
Accident involving police car on the Second Penang Bridge
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iv. Operation and Maintenance
• All systems are integrated with synergy between Asset Management (ISO 55000), Risk (ISO 31000), Quality (ISO 9000), Environmental (ISO 14000) and Safety (ISO 18000) Systems.
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Integrated Asset Management System
Definitions
“Coordinated activity of an organization to realize value from assets” (ISO55000:2014 – Asset Management)
“the combination of management, financial, engineering, economic and other practices applied to physical assets with the objective of
providing the required level of service in the most effective manner” (AS/ISO 55000)
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Integrated Module Overview
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Performance Based Contract
A type of contract in which payment for the deliverable isexplicitly linked to the contractor successfully meeting orexceeding certain clearly defined performance indicators
World Bank Transport Note
Definition:
Maintenance contractors appointed based onPerformance Based Contract divided into fourpackages:
• Mainline• Building and Toll Plaza Complex• Mechanical and Electrical Installation• Turfed and Landscape Areas
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a) 2.0m dia. Bored pile for cable-stayed bridge Easily adapted to the various load and soil
requirements due to large variety in dia. andconstruction techniques
Enable the immediate in-situ evaluation of drilledsoil layers to revise foundation length due tochanged soil conditions
Achieved required capacity of 25 Meganewton (MN)at 120m depth (8m socketed into bedrock)
b) 1.5m dia. Steel pile for approach bridge Have high load-carrying capacity for a given weight
of pile, which can reduce driving costs Driven to 80m length and cause little ground
displacement Easy to splice
c) 1m dia. Spun pile for low-level bridge Faster, prefabrication allows 65m length with no
site jointing. Efficient mass to strength ratio Piles can withstand high tension forces
Advantages of different types of foundation
v. Bridge Optimization
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Precast Concrete Shells are used as aformwork for the second layer casting andpermanently incorporated into the pilecap
6 pieces of Precast Concrete Shells arerequired for each pilecap
Pilecap Construction
Total of 3,468 nos of Precast Concrete Shell are used
Precast Concrete Shells are adopted for:
• Minimisation of temporary works (no cofferdams).
• Minimisation of insitu works
• Speed of construction
• Better surface finishing work
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• Pile caps, Columns and Crossheads are designed as reinforced concrete structures
• Total no of Piers – 289 nos at Approach Spans
• The sections and shapes of the pile caps,columns and crossheads are designed toenhance constructability, optimise costand still aesthetically pleasing.
• The low piers are cast in one completeoperation using reusable steel formwork
Substructure at the Approach Span – Pilecap, Columns and Crossheads
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• The precast segmental box girder is designed as acontinuous single twin box of 14.08m width, 4.0mlength and 3.20m depth structure with match castjoints, multiple shear keys and pre-stressingtendons.
• The design has been highly optimized to minimizeweight such that it does not require special heavylifting equipment. Segments weight between 69 to100 ton.
• Hybrid pre-stressing encompassing both externaland internal pre-stressing for design economy.
• The design of the segments is identicalwhich allows the same formwork to berepeatedly used.
• The depth is maintained constant topresent aesthetically consistent soffitline.
Superstructure at the Approach Span – Segmental Box Girder
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View of Completed Piers View of Completed SBG
• Cathodic protection system and special coating are applied to the tubular steelpiles for protection against corrosion.
• High strength concrete with Ground Granular Blastfurnace Slag (GGBS) andPulverised Fuel Ash (PFA) are used for the pilecap, pier column, crosshead andSBG. This will prevent sulphate and chloride attack that can cause corrosion tothe reinforcement bar.
• Concrete cover was designed to latest Eurocode: pilecap (75 mm), pier column(65mm), crosshead (60 mm) to protect the reinforcement bar against corrosion.
vi. Bridge Durability
The Second Penang Bridge is designed to have an operational lifespan of 120 years.For this project,
Tubular Steel Piles
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Stay Cables
The stay cable will be provided with protection against corrosion by means of 3 barriers:
i) The first barrier is hot dip galvanising that covers the full length of the individualsteel wires.
ii) The second barrier (internal barrier) consists of High Density Polyethylene (HDPE)sheaths around the individual strands and that the intermediate medium wax fillsthe space between the individual sheath and the galvanized strand.
iii) The third barrier (external barrier) is the outer casing which consist of HDPE sheatharound the group of strands.
The stay cables consists of the Parallel Strand System (PSS) made up of parallel individually polyethylene coated seven-wire strands, placed inside an external polyethylene stay pipe.
First Barrier
Second BarrierThird Barrier
Typical PSS cables
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•Design life of stay cables is 60 years and designed to be replaceable. For non-replacement components (such as cable saddle) the design life is 125 years.
• For the anchorage components which are accessible for maintenance operationin-situ, the corrosion protection system have a design life of 25 years. After thisperiod of 25 years, if necessary, the protection system will be renewed in-situ atregular intervals of 15 years corresponding to the maintenance operations.
Stay Cables – cont’d
Cable SaddleAnchorage
THIRD GENERATION CABLE SADDLES FOR
CABLE STAY
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• The Employer’s Requirement (ER) requires nodamage criteria for a 500 years return period.In addition to this, a requirement of ‘nocollapse’ criteria for the most credibleearthquake (2500 years return period) wasalso introduced.
• Detail design checking by IndependentChecking Engineer (ICE) indicated that spunpiles at the approach bridge of Package 1 couldonly cater for the 500 years return periodearthquake. No plastic hinge forms as requiredfor ‘no collapse’ criteria of 2500 years returnperiod.
High Damping Rubber Bearing (HDRB)
HDRB –Section
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• Considering the current progress of works, it was decided that achange of bridge bearing system shall be the best solution. Theoriginal Pot Bearing system has to be replaced with High DampingRubber Bearing to provide an effective seismic isolation system.
• Elastomeric bearing have a low embodied energy per m² of the bridge deck.
High Damping Rubber Bearing (HDRB) – cont’d
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vii. Learning From Good Practice
Contractor / Consultant
Role Signature Project
CHEC Construction (M) Sdn Bhd- subsidiary of China
HarbourEngineering Company Ltd (CHEC)
Main contractor for Main Navigation span and substructure for approach span.
• The Donghai Bridge, China 25.5km length over water cable-stayed bridge, the second longest cross sea bridge in the world.
• The Sutong Bridge, China Cable stayed bridge with the longest main span (1088m) in the world.
Highway Planning & Design Institute, China
Designer for CHEC Construction (M) Sdn Bhd
• The Sutong Bridge, China• The Hangzhou Gulf Bridge, China
The world’s longest sea-crossing bridge (36km)• The Xihoumen Bridge, China
The world’s second largest span suspension bridge (1650m)
MMSB- Technical support
from AECOMMalaysia and AECOM Hong Kong
Submitting engineer for CHECConstruction
• Padma Multipurpose Bridge, Bangladesh
A 6.15 km long two-level steel-truss road and
rail bridge (AECOM)
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Contractor / Consultant
Role Signature Project
ARUP JururundingSdn Bhd- Technical support
from ARUP Hong Kong
• Independent Checking Engineer for Package 1& 2
• Supervision Consultant for Package 3
• Stonecutter Bridge, Hong KongCable stayed bridge with the second longest main span (1018m) in the world
• Forth Replacement Crossing, Scotland, UKA 2.7 km cable-stayed bridge with three single column towers, wind shielding and a single deck carrying two general lanes of traffic and hard shoulders in each direction
MINCO IndependentChecking Engineer for Package 3
• Experience in 23 countries on the design of highways and infrastructures.
• Arch-Bridge crossing Wetland Lake, Putrajaya• Jalan Duta Interchange, Kuala Lumpur• New Klang Valley Tolled Expressway, Kuala Lumpur –
Tanjung Malim Expressway
cont’d
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Economic Activity
i. Local construction employment
ii. Usage of Local Materials
iii. Training And Communication
iv. Vocational Training
v. Regional Economic Development
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Package % of Works
Package 2 30%
Package 3A 60%
Package 3B 30%
Package 3C 60%
• Conventional Form of Contract is adopted for Package 3 (LandExpressway Portion), to give the opportunity for local / ‘Bumiputera’Contractor / Consultant to participate in such prestigious project andto expose them in managing and executing mega project.
• To promote Bumiputera Contractors participation in the project,certain percentage of works has been allocated:
i. Local Construction Employment
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ii. Usage of Local Material
• The use of HDRB for the bridge bearing system promotes naturalrubber; abundantly produced in Malaysia.
• Except for the cable-stayed saddle and anchorage, and steelfender, all other construction materials are obtained locally.
• The usage of local materials provides great advantage to theproject in terms of supplier availability and cost as well aseconomic contribution to the nation.
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iii. Training And Communication
Environmental Related Training
2011 Introduction to ISO 14001:2004 and OHSAS
18001:2007 Towards ISO 14001:2004 and OHSAS 18001:2007 for
Health, Safety and Environmental Management System; Introduction and Awareness
Towards ISO 14001:2004 and OHSAS 18001:2007 for Environmental Management System (EMS) Pre-assessment Compliance Audit (Stage 2) and Workshop
Brainstorming; Towards OHSAS 18001:2007 and ISO 14001:2004
Internal Audit Training for Quality, Environmental, Safety and Health (QESH)
HIRADC and Environmental Aspect establishment workshop
2012 Decoding & Applying the Malaysian Environmental
Laws Emergency Response Plan (ERP) Training OSH and Environmental Management Program
2013 Environmental Aspect Impact Revision Workshop Environmental Audit and Standards – ENSEARCH Scheduled Waste Management - Neville Clarke Seminar buangan terjadual anjuran KASPEN, JAS
Pulau PinangCertified Erosion, Sediment and Storm Water
Inspector (CESSWI) Sustainability & Environmental Management
Conference and Exhibition 2013QHSE Management System Introduction and
Process Based Internal Auditor training
2014 In House – Brainstorming QHSE Management
System (Operation & Maintenance) at Bukit Merah Laketown Resort
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Communication of Environmental Related Information
Internal communication Health, Safety and Environment Committee Meeting (Quarterly) Communication through any means (memo, letter, report, notice etc.)
External communication ISO 14001:2004 and OHSAS 18001:2007 Manual & Procedures Communicates all related Health & Safety Hazard and Environmental Aspect
with contractors/consultants/visitors Communication through any means accepted (telephone & recorded, fax,
e-mail, newspaper, DOSH/DOE log book, Monthly site meeting, Environmental Management Report (EMR), Fanli Marine report etc.)
Documentary (National Geographic, JSAHMS Technical Book) Visitors (Government officers, teachers & student) Practical trainee (IPTA, PHD candidates & lecturer) Seminars (International Seminar on Design & Construction (ISDC) organized
by JKSB) Attended conferences
JAMBATAN KEDUA SDN. BHD. (824573-U)
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iv. Vocational Training
• To promote transfer of technology, anemployment programme is initiated totrain local people in order to meet theskill level requirement of the project.This include employing local engineers,technicians, consultants andconstruction workers.
• Weekly educational visits byGovernment authorities, privatesectors and universities as part of theprogramme to expose them in theconstruction aspects of the megaproject.
Site visit by University Students
• Young Engineers Scheme (YES) programme is introduced in Package 2Contract to give opportunity to young engineers to get exposure in themega-scale construction project.
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
v. Regional Economic Development
The bridge has reduce traffic volume on theFirst Penang Bridge by 8%
The bridge is a catalyst for development atthe northern corridor and also position thestate as a transportation hub for the northernregion.
Spur the economic growth at Batu Kawan andsurrounding area.
The route will become major passagefor the movement of goods to Penangports and the international airport inwhich will facilitate economic activityand also promote regional tourismindustry.
It will also contribute to accelerateeconomic transformation under theIndonesia, Malaysia & ThailandGrowth Triangle programme (IMTGT).
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
The International Green Apple Awards; forthe BuiltEnvironment & Architectural Heritage 2013– 24 June 2013
The award is giving by The Green Organizationwhich recognize and reward those who are making apositive contribution to their built environment andarchitectural heritage. JKSB also became the GreenWorld Ambassador for year 2014.
Platinum Building Award (DesignAssessment) – Green Building Index (GBI)– 27 February 2014
The benefits of GBI are; Save energy and resources,minimize the emission of toxic substancesthroughout its life cycle, harmony with the localclimate, traditions, culture and the surroundingenvironment and increase workplace activities.
AWARDS
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Geneva International Star Award for Quality (ISAQ) 2014 -International Star Quality Convention in Geneva, 2014– 21 September 2014
The objective of the International Star Award for Quality (ISAQ) is to recognize thecommitment to quality in the top areas of business, services and industry fromdiverse sectors all around the world.
Jambatan Kedua Sdn Bhd (JKSB), the concessionaire for the Sultan Abdul HalimMu’adzam Shah Bridge or Penang Second Bridge, won a gold award at theInternational Star Award for Quality (ISAQ) during the International QualityConvention in Geneva.
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Road Engineering Excellence Award 2014 -Road Engineering Association Of Malaysia(REAM)– 10 November 2014
This award was introduced to confer recognition tothe most outstanding road engineering project builtwithin Malaysia.
Special Project Award (Silver Awardee) -Prime Minister’s Hibiscus Award 2014/2015
Prime Minister’s Award 2014/2015 presents anopportunity for public recognition of business,industry’s environmental accomplishment, leadershipand serves to create environmental awarenessamongst enterprises. JKSB was the first constructioncompany/concessionaire to participate and achievethe Special Project Award.
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
The Brunel Medal Awards 2015 - ICE (Institution of Civil Engineers), UK– 9 October 2015
ICE's Annual Awards are designed to recognize both outstanding civil engineeringachievements and contribution to the profession and the institution. The Brunel Medalis awarded to a project or individual that represents excellence within civil engineering.
Jambatan Kedua Sdn Bhd (JKSB), has carved Malaysia name on the 'Civil EngineeringWall of Fame' after being the first Southeast Asian country and the third countryoutside the United Kingdom to be honoured with the prestigious Brunel Medal award.
The ICE Awards Ceremony was held at ICE Headquarters, One Great George Street,Westminster, London.
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
CONCLUSION
Despite its implementation in a fast track manner, theJambatan Sultan Abdul Halim Mu’adzam Shah project wasconstructed to the highest quality, considering health, safety,cost, sustainability and environmental conservation.
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Thank You
For Your Kind Attention