first international seminar on the design & construction of second penang bridge
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11/8/2011
1
Presented by: Dato’ Ir. Dr. Ismail bin Mohamed TaibManaging Director, Jambatan Kedua Sdn Bhd
SUSTAINABILITY THROUGH
INNOVATION IN DESIGN
15 - 16 November 2011
JAMBATAN KEDUA SDN BHD.
LEMBAGA LEBUHRAYA MALAYSIA
KERAJAAN MALAYSIA THE SECOND PENANG BRIDGE
First International Seminar on the Design & Construction of Second Penang Bridge
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Project Introduction
Project Details
Sustainable Developmenti. Social Progress
ii. Economic Activity
iii.Environmental Responsibility
Site Progress Photographs
Content
11/8/2011
2
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Project
Introduction
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
The bridge connecting Batu Kawan on the Mainland and BatuMaung on the island when completed by November 2013 will bethe longest in South-East Asia with the total length over water of16.9km and total estimated construction cost of RM 4.5 billion.
Project Introduction
Jambatan Kedua Sdn Bhd (“JKSB”), a wholly-owned company ofthe Minister of Finance, Incorporated (“MoF Inc.”) was appointedas the concessionaire for the Second Penang Bridge Project inAugust 2008.
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
9+000.
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PULAU
JEREJAK
PULAU
AMAN
PENANG
ISLAND
(Batu Maung)
NAVIGATIONAL
SPAN
MAIN LAND
(Batu Kawan)
Existing Penang Bridge Legend:Existing Penang Bridge
North South Expressway (PLUS)
Package 1&2
Package 3
Marine Bridge
Land Expressway8.4 km
Second Penang Bridge
Project Alignment
PACKAGE 3A
BATU KAWAN EXPRESSWAY
PACKAGE 3BBATU MAUNG
INTERCHANGE
BATU KAWAN TRUMPET
INTERCHANGE
PACKAGE 3C
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
PROPOSED BATU
MAUNG INTERCHANGE
SECOND PENANG
BRIDGE
MAIN NAVIGATION SPANTUN DR. LIM
CHONG EU
HIGHWAY
BATU KAWAN
Project Alignment (Proposed Batu MaungInterchange)
11/8/2011
4
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
PLAZA TOL JPP2
PLAZA TOL PLUS
LEBUHRAYA UTARA SELATAN
PERSIMPANGAN BATU KAWAN
PERSIMPANGAN BATU KAWAN CLOVERLEAF
SECOND PENANG BRIDGE
EXISTING PENANG BRIDGE
Project Alignment (Proposed Batu KawanExpressway)
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Feasibility Study
Based on feasibility study report by HSSI & Yachiyo Engineering in June 2001, 3 alternative routes i.e Northern Route, Mid-Channel Route and Southern Route were identified for the Second Penang Bridge project.
PENANG
ISLAND
(Batu Maung)
MAIN LAND
(Batu Kawan)
Existing Penang Bridge
Southern Route
Northern Route
Mid-Channel Route
Butterworth Outer
Ring Road (BORR)
Jelutong
Expressway
North South
Expressway
Royal Malaysian Air
Force
Butterworth-Kulim
Expressway
Proposed PORR
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
1. Northern Route
• Linking the proposed Penang Outer Ring Road (PORR) at Bagan Jermal on the island with ButterworthOuter Ring Road (BORR) at Bagan Ajam on the mainland and continue to North-South Expressway.
• Land acquisition of heavily urbanized and densely populated area which involve commercial buildings,
school, residential houses, food hawkers, burial grounds, farms , light industrials, mosque and etc.
• The total length of crossing is 9.2km.
• Restricted by the Royal Malaysian Air Force (RMAF) aviation requirement and Post Panamax ships of60m air draught and requirement of greater than 16m depth.
• Combination of a low level bridge and 2.15km long immersed tube tunnel is considered for the main
crossing to overcome the above requirement. Building a bridge structure will further constraint thewaterway.
2. Mid-Channel Route
• Linking Georgetown with the Butterworth-Kulim Expressway (BKS).
• The total length is 8.0km long crossing which include the 2.86km long undersea tunnel.
• Similar to Northern Route, the immersed tube tunnel is the only option.
• Cut across an existing 36” dia undersea waterpipe – Relocation of these pipes is inevitable.
• Acquisition of residential and commercial premises will be necessary
3. Southern Route
• Linking Bayan Lepas Expressway at Batu Maung on the island with Batu Kawan on mainland and
ended at North South Expressway at KM 154.
• This alternative involves a 24km long crossing in which 16.9km crosses the Straits of Penang and7.1km long connecting road.
• Provide opportunity to replicate the successful pattern of development currently seen in Butterworth
Alternative Alignments:
Feasibility Study
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Feasibility Study
Initial Estimated Construction Cost Based on Feasibility Study
report by HSSI & Yachiyo Engineering in June 2001
RouteEstimated
Crossing Cost(RM Million)
Essential Links Island
(RM Million)
Essential Link Mainland (RM
Million)
Total Estimated Cost
(RM Million)
Northern Route 1,790 215 212 2,337
Mid-Channel Route
2,258 135 50 2,572
Southern Route 2,079 24 347 2,582
11/8/2011
6
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Conclusion
The alignment of Southern Route was finally chosen by YAB Tun DrMahathir Bin Mohamad, the fourth Prime Minister of Malaysia. Thedecision was to promote socio-economics growth in the south thatwould provide a balanced development across the Penang State.
Feasibility Study
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Project Details
11/8/2011
7
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Work Packages Diagram
Package 3B,3C,3D,3E, 3F & 3G
Conventional Contract
Package 1 : Main Navigation Span & Substructure & Foundation Works for Approach Spans.
Package 2: Superstructure Works of Approach Spans.
Package 3A:
Conventional
Contract
Design & Build
Integrated Toll System
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Current Progress - 31 October 2011 (Rev 01)
PAKEJ DESCRIPTION CONTRACTORCOST
(RM MIL.)START FINISH
PHYSICAL PROGRESS %(31 Oct 2011)
SCH % ACT %
1Main Navigation Span And
Substructure And Foundation Works For Approach Spans
CHEC Construction (M)
Sdn Bhd2,200 8 Nov 08 24 Jul 13 82.53 88.31
2Superstructure Works of
Approach SpansUEM Builders Bhd 1,550 8 Jun 09 30 Sep 13 46.82 46.12
3A Batu Maung InterchangeCergas Murni Sdn
Bhd152.7 19 May 10 14 Dec 12 32.95 36.06
3B Batu Kawan ExpresswaysIJM Construction
Sdn Bhd349.9 28 Jun 10 28 Sep 13 29.79 31.90
3CBatu Kawan Trumpet
InterchangeHRA Teguh Sdn
Bhd67.3 19 May 10 15 Apr 13 40.88 39.87
3D Toll Plaza And Related WorksS.U Citra Bina Sdn
Bhd79.8 15-Nov-11 14-Jul-13 - -
3E Toll Collection System - - 30 Mar 12 30 Sep 13 - -
3FTraffic Control An Surveillance
System- - 30 Mar 12 8 Sep 13 - -
3G M&E Works for P3A & 3C - - 30 Mar 12 8 Sep 13 - -
Total4.5
billion8 Nov 08 8 Nov 13
61.56 64.45
Variance +2.89
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Length of Bridge Over Water 16.9km
Length of Expressway 7.1km
Lane Configuration Dual 2 lanes traffic + emergency lane + 1 motorcycle lane each direction.
Main Navigation Span
Approach Span
•Substructure
•Superstructure
Cast in-situ Cable-Stayed Bridge
P24 to P27 = 117.5m + 240m + 117.5m
= 475m.
Height Clearance: 30m
Navigation Channel: 150m
P0 to P24 = 24 span x 55m
= 1,320m.
P27 to P292 = 265 span x 55m
= 14,575m.
Height Clearance :
• Low Piers: 6m
• High Piers: 6m to 21.6m
Pre-cast Prestressed Segmental Box Girder
= 8,092 nos.
Design Features
240 m30 m117.5 m
117.5 m
Navigation Channel
150 m
p24
p25p26
p27
Existing Penang Bridge
Year built: 1982
Overall length : 13.5 km
Length over water: 8.4 km
Type of bridge:
- Main Navigation Span Cable-stayed concrete girder bridge
- Approach Span Beam and slab deck bridge
Main Navigation Span 107.5m + 225m + 107.5m
Main Navigation Span Ship Protection
Man-made island
Approach spans length 40m each span
Speed limit 80 km/h
Second Penang Bridge
Year built: 2008
Overall length : 24 km
Length over water: 16.9 km
Type of bridge:
- Main Navigation Span Cable-stayed concrete girder bridge
- Approach Span Box girder bridge
Main Navigation Span 117.5m + 240m + 117.5m
Main Navigation Span Ship Protection
Steel Fender system
Approach spans length 55m each span
Speed limit 80 km/h
Comparison between Second &
Existing Penang Bridge
11/8/2011
9
Existing Penang Bridge
No dedicated motorcycle lane
Traffic Loading to UK BS 153, 45 units HB guided along centreline of carriageway
Seismic design: 475 year event -Ground peak acceleration: 0.075 g 2500 year event - no collapse
Structural concrete design to CP110: 1972
No specific durability requirements
Normal concrete
Second Penang Bridge
2-lane dual carriageway with dedicated 3m motorcycle lane
Traffic Loading to UK BD 37/2001, 45 units HB unguided
Seismic design: 475 year event -Ground peak acceleration: 0.1773 g 2500 year event - no collapse-Ground peak acceleration: 0.3261 g
Structural concrete design to BS 5400: 2006
Durability requirements to latest Eurocodes
High performance concrete: RCPT less than 800 Coulombs for 56 days
Comparison between Second &
Existing Penang Bridge
Existing Penang Bridge
Design Concrete Strength:Spun pile : 50 N/mm2Pile cap : 30 N/mm2Pylon : 40 N/mm2I-Beam : 40 N/mm2Slab : 30 N/mm2
Expansion joint at every 5 spans (200 m)
Degree of compaction for earth embankment: 95 % : 0.75m below formation level90 % : remainder
Settlement criteria for earth embankment:367 mm in 5 years
Pavement IRI Index: Not specified
Second Penang Bridge
Design Concrete Strength:Spun pile : 80 N/mm2Pile cap : 40 N/mm2Pylon : 50 N/mm2Box girder : 55 N/mm2
Expansion joint at every 5 or 6 spans (275m or 330m)
Degree of compaction for earth embankment: 100%
Settlement criteria for earth embankment: 50 mm in 20 years
Pavement IRI Index: 2m/km
Comparison between Second &
Existing Penang Bridge
11/8/2011
10
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Sustainable
Development
1. Social Progress
2. Economic Activity
3. Environmental Responsibility
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Sustainable development is an enduring balanced approach to
social progress , economic activity and environmental responsibility.
Social
Environment Economic
Sustainable
Sustainable Development
Sustainable
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Contributing Toward Sustainable
Development
• The new route is anticipated to promote economic and socialintegration throughout the northern region .
• High standards of environmental protection are incorporated intothe project while flora and fauna are closely monitored to avoidchanges to the sensitive marine environment.
• The construction of the bridge engaged the regional constructionindustry, pioneered high standards of quality and safety as well asinitiated local employment programme to promote transfer oftechnology.
• IBS concept and minimal maintenance approach are introduced inthe planning, design and construction of the bridge to promotesustainable development.
Factors that encompass sustainable development in the Second Penang Bridge project include:
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
1. Social Progress
i. Stakeholder communication and
involvement
ii. Occupational Safety
iii. Public Road Safety
iv. Bridge Optimization
v. Bridge Durability
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Stakeholder Communication and Involvement
Project Organization Chart
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• 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 is being implemented to monitor the construction progress at site and for public to view via JKSB website.
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.
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Occupational Safety
• Safety measures are implemented which
include detailed planning of construction
activities, safety training and education,
inspections by safety officers and health
checks.
• A well balanced training/ penalty/ award
system is utilized to keep all management
staff and workers up to date with the latest
HSE standards and to ensure their compliance.
• Lost time injury (LTI) achieved is 0.24 per million hours, which is very minor
with only 2 cases at 8.3 million hours. According to OSHA International
Standard, the LTI shall not be more than 5 cases in every 1 million hours.
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• Traffic management system will be implemented
when the bridge is operational. It will be controlledand managed 24 hours a day by a central traffic
control and monitoring and Closed Circuit Television(CCTV) installed at the toll plazas, interchanges and
strategic locations along the expressway. The mainuse of CCTV is to provide operator with means of
viewing traffic flow and detecting traffic problems.
• Minconsult Sdn Bhd (C&S Consultant) has beenappointed as the Road Safety Auditor to ensure that
the Second Penang Bridge is in compliance with theStage I to IV Safety Audit in „Guideline for Safety
Audit of Roads in Malaysia”.
• Proposed Implementation of Multi-Lane Free Flow(MLFF) system will reduce traffic congestion at toll
plazas as the system allows free flow high speed tollsystem.
Public Road Safety
MLFF system
• The toll plaza is designed to cater for combination of existing toll payment system and
also MLFF system. However, the MLFF system which was originally scheduled to beimplemented in year 2013 has been temporarily deferred by the government.
11/8/2011
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Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• Standard Guardrails with level TL3 is upgraded to level TL4 at strategic locations to
ensure that in the event of accident, heavy vehicles are contained.
• Motorcycle lane is separated from the main lane by NJB to protect vulnerable
motorcyclist.
Public Road Safety
Cont‟d
Thrie Beam Guardrails
NJB
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
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. and construction techniques Enable the immediate in-situ evaluation of drilled soil
layers to revise foundation length due to changed soilconditions
Achieved required capacity of 25 Meganewton (MN) at120m depth (8m socketed into bedrock)
b) 1.5m dia. Steel pile for approach bridge
Have high load-carrying capacity for a given weight ofpile, which can reduce driving costs
Driven to 80m length and cause little grounddisplacement
Easy to splice
c) 1m dia. Spun pile for low-level bridge Faster, prefabrication allows 65m length with no joint
Efficient mass to strength ratio Piles can withstand high tension forces
Advantages of different types of foundation
Bridge Optimization
11/8/2011
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Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Precast Concrete Shells are used as a
formwork for the second layer casting andpermanently incorporated into the pile cap
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
Bridge Optimization
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• 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 cost and stillaesthetically pleasing.
• The pier are cast in one complete operationusing reusable steel formwork
Substructure at the Approach Span – Pilecap, Columns and Crossheads
Bridge Optimization
11/8/2011
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Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• 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 prestressingtendons.
• 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 prestressing for design economy.
• The design of the segments is identicalwhich allows the same formwork to be
repeatedly used.
• The depth is maintained constant topresent aesthetically consistent soffitline.
Superstructure at the Approach Span – Segmental Box Girder
Bridge Optimization
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
View of Completed Piers View of Completed SBG
• Cathodic protection system and special coating are applied to the tubular steel piles forprotection against corrosion.
• High strength concrete with Ground Granular Blastfurnace Slag (GGBS) and Pulverised
Fuel Ash (PFA) are used for the pilecap, pier column, crosshead and SBG. This willprevent sulphate and chloride attack that can cause corrosion to the 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.
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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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Cont‟d
Bridge Durability
• Silane coating is applied to precast concrete spun piles, pilecap and pier concrete surface tofurther reduce the water and salt uptake that can cause corrosion to the embeddedreinforcing steel.
• Structural Health Monitoring System (SHMS) shall be used for preventive maintenance toassess the state of health (e.g., damage) of the structures. It improves safety and reliabilityof the bridge by detecting damage before it reaches a critical state.
Applying Silane coating to RC Shell and Pier column
Typical SHMS at a cable-stayed bridge
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Bridge Durability
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 individual steelwires.
ii) The second barrier (internal barrier) consists of High Density Polyethylene (HDPE)sheaths around the individual strands and that the intermediate medium fills the spacebetween 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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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Bridge Durability
• Design life of stay cables is 60 years and designed to be replaceable. For non-replacementcomponents (such as cable saddle) the design life is 125 years.
• For the anchorage components which are accessible for maintenance operation in-situ, thecorrosion protection system have a design life of 25 years. After this period of 25 years, ifnecessary, the protection system will be renewed in-situ at regular intervals of 15 yearscorresponding to the maintenance operations.
Stay Cables – cont‟d
Cable SaddleAnchorage
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• The Employer’s Requirement (ER) requires nodamage criteria for a 500 years return period. Inaddition to this, a requirement of ‘no collapse’criteria for the most credible earthquake (2500years return period) was also introduced.
• Detail design checking by Independent CheckingEngineer (ICE) indicated that spun piles at theapproach bridge of Package 1 could only caterfor the 500 years return period earthquake. Noplastic hinge forms as required for ‘no collapse’criteria of 2500 years return period.
High Damping Rubber Bearing (HDRB)
HDRB –Section
Bridge Durability
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• Considering the current progress of works, itwas decided that a change of bridge bearingsystem shall be the best solution. The originalPot Bearing system has to be replaced withHigh Damping Rubber Bearing to provide aneffective seismic isolation system.
• Elastomeric bearing have a low embodied energy per m² of the bridge deck.
High Damping Rubber Bearing (HDRB) – cont‟d
Bridge Durability
HDRB testing - Shear Test for 104 mm
displacement
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
HDRB was designed by Tun Abdul Razak Research Centre (TARRC)at Brickendonbury, United Kingdom, a laboratory of the MalaysianRubber Board (MRB).
High Damping Rubber Bearing (HDRB) – cont‟d
Bridge articulation for a 6 span module
Bridge Durability
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
HDRB provides a simple and economical isolation system. It possessesthe low horizontal stiffness needed and is capable of safelywithstanding the large horizontal displacements imposed during anearthquake. The bearing was designed to meet two sets of action asper below:
o SLS non-seismic actions –conformance with BS5400
o SLS non-seismic actionssimultaneous with a 2500-yearreturn period seismic event –conformance with EN15129
High Damping Rubber Bearing (HDRB) – cont‟d
Bridge Durability
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
2. Economic Activity
i. Local construction employment
ii. Usage of Local Materials
iii.Vocational Training
iv.Regional Economic Development
11/8/2011
21
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Package % of Works
Package 2 30%
Package 3A 60%
Package 3B 30%
Package 3C 60%
Local Construction Employment
• Conventional Form of Contract is adopted for Package 3 (Land ExpresswayPortion), to give the opportunity for local / „Bumiputera‟ Contractor /Consultant to participate in such prestigious project and to expose them inmanaging and executing mega project.
• To promote Bumiputera Contractors participation in the project, certainpercentage of works has been allocated:
Economic Activity
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Usage of Local Material
• The use of HDRB for the bridge bearing system promotes natural rubber;abundantly produced in Malaysia.
• Except for the cable-stayed saddle and anchorage, and steel fender, all
other construction materials are obtained locally.
• The usage of local materials provides great advantage to the project interms of supplier availability and cost as well as economic contributionto the nation.
Economic Activity
11/8/2011
22
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Vocational Training
• To promote transfer of technology, anemployment programme is initiated to trainlocal people in order to meet the skill levelrequirement of the project. This includeemploying local engineers, technicians,consultants and construction workers.
• Weekly educational visits by Governmentauthorities, private sectors and universitiesas part of the programme to expose them inthe construction aspects of the megaproject.
Site visit by University Students
• Young Engineers Scheme (YES) programme is introduced in Package 2 Contractto give opportunity to young engineers to get exposure in the mega-scaleconstruction project.
Economic Activity
JAMBATAN KEDUA SDN. BHD. (824573-U)
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Regional Economic Development
The bridge is expected to reduce traffic volume on the FirstPenang Bridge by 20%
The bridge will serve as a catalyst for development at thenorthern corridor and also position the state as a transportationhub for the northern region.
Spur the economic growth at Batu Kawan and surrounding area.
The route will become major passage for the movement of goodsto Penang ports and the international airport in which willfacilitate economic activity and also promote regional tourismindustry.
It wil also contribute to accelerate economic transformationunder the Indonesia, Malaysia & Thailand Growth Triangleprogramme (IMTGT).
Economic Activity
11/8/2011
23
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
3. Environmental
Responsibility
i. High Environmental Standards
ii. Minimal Impact on water flow
iii. Green Building Technology
iv. Reducing the Impact of Dredging
v. Flora and Fauna Monitoring
vi. Habitat Creation
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
i. High Environmental Standards
Environmental Responsibility
• 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 SdnBhd.
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
ServicesSdn. Bhd.
CSK
Murni
Services
FANLI Marine & Consultancy Sdn Bhd
INDEPENDENT FIA CONSULTANT
EIA & EMP EIA & EMP EIA & EMP EIA & EMP
11/8/2011
24
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
i. High Environmental Standards – cont’d
• 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
Environmental Responsibility
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
The steel fender system was adopted due to its environmental friendliness, cost saving and shorter construction period.
Total pilecap : 4 nos
Pilecap 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
Environmental Responsibility
ii. Minimal Impact On Water Flow
11/8/2011
25
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Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Steel Fender Man-made Island
i) Easy to construct, hence shorter construction period
i) Difficult to construct & much longer construction period
ii) Compact thus does not restrict the navigation passageway ii) Restrict navigation passageway
iii) Low impact on the environment and existing hydrological condition due to its relatively small size
iii) Occupy larger water area restricting flow tidal
Steel Fender System
Environmental Responsibility
ii. Minimal Impact On Water Flow – cont’d
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• The design is based on requirements of80% of IBS and 80% of Green BuildingIndex.
• A green building concept is introduced tosave water, energy and material.
• The landscaping and the exterior look ofthe Toll Plaza are designed in such a waythat the trespassing light is eliminated byplants and shaded area.
• Rain water from the roof of the building isharvested to supplement the conventionalwater supply. The natural light ismaximized for the intermediate floors tominimize the usage of electricity. Highefficiency windows and insulation in walls,ceilings and floors are used for the benefitof better temperature control.
• Tender for the toll plaza package has beenawarded and the works shall commence on15 Nov 2011.
Proposed Toll Plaza & Administrative Building Complex
Environmental Responsibility
iii. Green Building Technology
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
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
Environmental Responsibility
iv. 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.
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
-3.5m ACD
Sea Bed Level
Sea Water
Level
-3.0m ACD
1:51:5
1:5
Viaducts
60m 170m 40m
270m
Note:
National Geodetic Vertical Datum (NGVD)
Admiralty Chart Datum (ACD)
(+0.00 NGVD = +1.72m ACD)
CL
Main Dredged Channel
(MDC)
Barges Navigation
Channel (BNC)
Cross Section of Main Dredged Channel
iv. Reducing the impact of dredging – cont’d
Environmental Responsibility
11/8/2011
27
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
• 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.
Silt curtain was erected
and maintained properlyDredging Work
Environmental Responsibility
iv. Reducing the impact of dredging – cont’d
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Sampling Points for the Monitoring Study
Location of Ambient Environmental Monitoring
Station
Location of Water Quality Sampling Works
Environmental Monitoring and Auditing (EMA)
Base line data have been established by the respective Package 1 and 2 contractorsas referenced data for EMA for dredging and offshore disposal of spoils, piling,
construction machineries and equipment during the Construction Phase of thePenang Second Bridge.
54
Environmental Responsibility
iv. Reducing the impact of dredging – cont’d
11/8/2011
28
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Package 1: EMA Consultant
R- Sync Technical Resources Sdn Bhd is appointed as the EMA Consultant for themonitoring of dredging and offshore disposal of spoils during construction phase.
The Scope of works cover:
o TSS mapping via satellite imageryo Marine water quality monitoring at disposal site
o Marine water quality monitoring along transportation on routeo Composition of dredged materials
o Bathymetric survey at disposal siteo Final Environmental Audit
Equipment used:
o Garmin GPS Receiver ( Model GPSMAP 76 CSx)
Environmental Responsibility
iv. Reducing the impact of dredging – cont’d
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Package 1 : Location of Water Quality Sampling by R-Sync Sdn Bhd
Environmental Responsibility
iv. Reducing the impact of dredging – cont’d
Water Quality sampling location at disposal route
Disposal Area
11/8/2011
29
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Result of Water Quality Sampling by R-Sync Sdn Bhd
All sampling locations generallyrecorded a significant decrease inTSS level compared to the baselinelevel. This shows that the spoilsdisposal activities are being carriedout in a proper manner.
Environmental Responsibility
iv. Reducing the impact of dredging – cont’d
April 2009 – March 2011
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
v. 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 Second
Penang 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.
Environmental Responsibility
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.
11/8/2011
30
JAMBATAN KEDUA SDN. BHD. (824573-U)
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Fisheries LocationLocation of Fisheries Landing Points
Location of Cage Culture Farms
Location of Cockle Farms
v. Flora & Fauna Monitoring – cont’d
Environmental Responsibility
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Independent Consultant of Fisheries Impact Assessment (FIA)
Fanli scope of works cover:o To assess on the impact of construction activities on fishing and fish farming
communities within the impact zone.
o To propose the mitigation measures
Environmental Responsibility
• Monitored at 1m below surface
• Readings were collected every minute for at least 10 minutes
v. Flora & Fauna Monitoring – cont’d
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Result of Water Quality in the fisheries landing point
• Generally, most parameters were recorded within suitable range for marine environment and fisheries purposes
Previous StudyCurrent Study
Salinity (ppt) level at Study AreaTemperature (°C)
levels at Study Area
Dissolved Oxygen (mg/L) levels at Study
Area
Environmental Responsibility
v. Flora & Fauna Monitoring – cont’d
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
vi. Habitat Creation
Research by Lund University in Sweden has
discovered that the Oresund Bridge connectingDenmark and Sweden has improved the Marine
Environment in 10 years since it was built.
In the Second Penang Bridge, aquatic life such asalgae and fishes are found abundantly around the
newly driven piles.
They become food for fish like the LongfinBannerfish (Heniochus acumiratus), Rock Grouper
(Epinephelus fasciatomaculosus) and WhiteCheeked Monocle Bream (Scolopsis vosmeri) and
the local “udang lipan” (Stomatopod Crustacean).
It is evident that the construction of Second PenangBridge does not affect the marine environment of
the surrounding area.
Environmental Responsibility
11/8/2011
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
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)
JAMBATAN KEDUA SDN. BHD. (824573-U)
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First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Learning From Good Practice
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, UK
A 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
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
JKSB is committed to complete the Second Penang Bridge
with the highest quality, timely delivery, within the
budgeted cost and to contribute towards sustainable
development.
Conclusion
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Site Progress
Photographs
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 1
Aerial View of the Completed Piers
JAMBATAN KEDUA SDN. BHD. (824573-U)
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Site Photographs
17 Oct 2011: Site Visit by YB Datuk Seri Shaziman Bin Abu Mansur Minister of Works, Malaysia on deck of Pier 90
11/8/2011
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Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 1
View of the Low Piers – Pier 09 (Decreasing Chainage)
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 1
View of the High Piers from P28 (Increasing Chainage)
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 1
View of the Completed Low & High Piers from P086 (Decreasing Chainage)
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 1
View of the pilecap works at P24
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
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Site Photographs – Package 1
P25 – 2nd layer pier is in progress
JAMBATAN KEDUA SDN. BHD. (824573-U)
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Site Photographs – Package 1
P26 – 2nd layer pier is in progress
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 1
View of the pilecap works at P27
JAMBATAN KEDUA SDN. BHD. (824573-U)
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Site Photographs – Package 2
SBG Storage Area
Open Casting Yard Batching PlantRebar Cut Shop Office
View of SBG Casting Yard
11/8/2011
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Site Photographs – Package 2
View of Load-out Jetty
JAMBATAN KEDUA SDN. BHD. (824573-U)
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Site Photographs – Package 2
Launching of SBG in progress
11/8/2011
40
View of completed deck
Site Photographs – Package 2
JAMBATAN KEDUA SDN. BHD. (824573-U)
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Stressing works for SBG on the completed span
Pier segment installation in progressSBG erection in progress
Site Photographs – Package 2
11/8/2011
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Site Photographs – Package 2
Gluing works in progress
JAMBATAN KEDUA SDN. BHD. (824573-U)
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Site Photographs – Package 3A
I-Supervision view of construction activities at Ramp areas
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 3A
Relocation of 132kV cables is in progress
Service culvert installation for the relocation of 11kV and 33kV cables is
in progress
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 3B
View of driven Spun Pile at Pier 3 Land Bridge
Piled embankment works at CH17100
11/8/2011
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JAMBATAN KEDUA SDN. BHD. (824573-U)
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Site Photographs – Package 3B
PVD works at CH18400
Stone Column Works at Ramp 2, Cloverleaf Interchange
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 3B
Pilecap works at Abutment B, Bridge over PDC
Piling works at Abutment A, Bridge Over PDC
11/8/2011
44
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 3B
Casting of T-beam is in progress
Surcharge fill with crusher run at PLUS Toll Plaza
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 3B
Pilecap for Pier 11 at Bridge over Sungai Tengah
Piling works at Abutment B, Bridge over Canal
11/8/2011
45
JAMBATAN KEDUA SDN. BHD. (824573-U)
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Site Photographs – Package 3B
Piling works for Piled Embankment Abut B, Bridge over Sg Tengah
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 3C
View of the progress of earthworks
11/8/2011
46
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 3C
Stone Column installation has been completed
PVD installation works in progress at M001
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
Site Photographs – Package 3C
Culvert extension works is in progress at CH345, MSL1
Relocation of Pylon is completed
11/8/2011
47
JAMBATAN KEDUA SDN. BHD. (824573-U)
Wholly owned by Minister of Finance, Incorporated
First International Seminar on the Design & Construction of Second Penang Bridge
Sustainability Through Innovation in Design – 15 & 16 November 2011
Thank You
For Your Kind Attention
* JKSB acknowledges the assistance of CHEC & UEMB for the preparation of this presentation.
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