past bridges middle east presentation from ministry of public works and housing jordan
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The region’s only event dedicated to designing, planning and delivering sustainable bridges Following the phenomenal success of IQPC’s global Bridges series, including two regional summits, we are delighted to announce the third Bridges Middle East summit will take place under the patronage of Abu Dhabi Municipality and the official support of Ministry of Public Works, Kuwait on 24-27 October 2010 in Abu Dhabi. www.bridgesme.comTRANSCRIPT
November November
20092009
THE HASHEMITE KINGDOM OF JORDAN
MINISTRY OF PUBLIC WORKS AND HOUSING
THE HASHEMITE KINGDOM OF JORDAN
MINISTRY OF PUBLIC WORKS AND HOUSING
BRIDGES MIDDLE EAST 2009
Abdoun Bridge-Amman
The Strategic Vision
The Strategic vision of the Ministry of Public Works and
Housing concerning Bridge construction and maintenance in
Jordan can be summarized as follows: • Achieving economic, feasible, durable and safe design and construction through the
use of latest available international techniques in the design and construction
• Planning and applying a sustainable program of roads and bridges maintenance, repair
and rehabilitation
• Applying an environmental friendly design and construction methodology
• Ensuring a successful and sustainable system of project management, construction
monitoring, and quality enhancement
• Implementing a continuous and well elaborate program of training and technology
transfer
The Strategic Vision
• Master Planning: A planned system of Bridge rehabilitation and
maintenance is the main objective where it depends on the Strategic
need and priorities, the current condition and the social /economic and
environmental impacts. Analytical assessment are carried out
culminating in optimal strategies to be implemented under conditions of
budget restraint
• Inventory and condition surveys are carried out, recorded and entered
into national database systems.
• Socio-Economic and Environmental assessment are carried out with the
objective of ensuring the proper and best usage of in-country capacity
• Bridges construction, rehabilitation and maintenance strategies are
appraised and prioritised using Multi Criteria Analysis
• Prioritised activities are effectively applied and managed.
•
The Strategic Vision
• Environmental Impact: The overall objective of the Strategic Environmental
Assessment is to demonstrate the effective
integration and implementation of Bridge planning policies and programs under a
given regulatory and administrative procedures.
• “Construction Environment Management Guidelines “are applied to ensure minimum
adverse impacts and effective mitigation measures.
Major Bridge Projects In Jordan
Amman Development Corridor-Bridges
Main Features:
• Environment Friendly Design
• Provision of Safety Features such as noise barrier and side fencing
• Relieving major traffic from city centre and helping in reducing
congestion and pollution
• Serving the local communities by providing links to local
developments.
• Minimizing disturbance to local community by adopting optimized
alignment and design best fit with the local features and
constraints.
• Provision of landscaping to make the road and bridges Aesthetic
and in harmony with the surrounding
• Below are samples of Amman Development Corridor Bridges:
Amman Development Corridor-Viaduct 2
• Bridge Description:
Location : Viaduct 2, Amman Development corridor – Section 3 –
Zarqa Through Link
Type: Post tension Pre-cast Girder Beams and steel beams
Length: 310 m.
Width: 34.7 m to 49.47 m
Span length,: 36 m post tension concrete beams, 50 m steel beams
No. of Spans: 8
Height of piers: 20 m
Type of foundation: Pile foundation
Construction cost: 8.9 M JD
Designed By: Dar Al-Handasah Consultants
Main Contractor: Group Five in Cooperation with MID Contracting
Completion date: 2010
Amman Development Corridor-Viaduct 2
•Sequence Of Work (19)
Special environmental and safety features of the bridge:
The provision of sound barrier to mitigate noise, and long steel beams to span over existing roads and minimize disturbance to local traffic circulation
Amman Development Corridor-Viaduct 2
General Plan -Profile
Amman Development Corridor-Viaduct 2
Viaduct 2 Pictures
Substructure Pier Construction
Viaduct 2 Pictures
Superstructure Construction
Viaduct 2 Pictures
Superstructure Construction
Viaduct 2 Pictures
Superstructure Construction
Amman Development Corridor- OP 11
Amman Development Corridor- OP 11
• Bridge Description:
Location : Amman Development corridor – Section 3 – Overpass
11
Type: Post tension – cast in situ Voided Slab
Length: 72.4 m,
Width: 10m
longest Span length: 35.5 m
No. of Spans: 3
Height of piers: 10 m
Type of foundation: Concrete piles
• Construction cost: 0.9 M JD
• Designed By: Dar Al-Handasah Consultants
• Contractor : Group Five in Cooperation with MID Contracting
• Completion date: 2010
•
Amman Development Corridor- OP 11
Special environmental and safety feature of the bridge:
Provision of special safety barrier and fencing for added environmental protection as the bridge is passing through environmental sensitive area that required added safety measures
Amman Development Corridor- OP 11
Amman Development Corridor- OP 11
Bridge at Completion
Noise Barrier
Amman Development Corridor- OP 11
Substructure & Superstructure
Amman Development Corridor- OP 11
Superstructure Construction
Amman Development Corridor- OP 8
Amman Development Corridor- OP 8
• Bridge Description:
Location : Amman Development corridor – Section 2 –
OP 8 over Madounah Road
Type: Post tension – cast in situ Voided Slab
Length: 78 m,
Width: 13m
Longest Span length: 56 m
No. of Spans: 3
Height of piers: 9 m
Type of foundation: Concrete footing
Construction cost: 1.5 M JD
Designed By: Dar Al-Handasah Consultants
Main Contractor: China Chongqing International Corp. in
Cooperation with United Massar
Completion date: 2010
Amman Development Corridor- OP 8
Amman Development Corridor- OP 8
Amman Development Corridor- Viaduct 1
Amman Development Corridor- Viaduct 1
• Bridge Description:
Location : Amman Development corridor – Section 2 – OP 8
over Madounah Road
Type: Post tension – cast in situ Box Girder & precast beams
• Length, 235 m,
Width 13m
longest Span length: 57 m
No. of Spans: 6
Height of piers: 17 m
Type of foundation: Concrete footing
• Construction cost: 2.1 M JD
• Designed By: Dar Al-Handasah Consultants
• Constructed By: China Chnogqing International Corp in cooperation
with United Massar
• Completion date: 2010
•
Amman Development Corridor- Viaduct 1
Amman Development Corridor- Viaduct 1
Amman Development Corridor- Viaduct 1
Precast Girder Cast- in situ
Amman Development Corridor- Viaduct 1
Bridge at Completion
Amman Development Corridor- Airport
Interchange Bridges
Amman Development Corridor- Airport
Interchange Bridges
• Bridges Description:
Location : Amman Development corridor – Section 1 –
Airport Interchange
Type: Post tension – cast in situ Box Girder
Length: 160 m, (one bridge)
Width : 13m
longest Span length: 48 m
No. of Spans: 5
Height of piers: 10 m
Type of foundation: Concrete piles
Designed By: Dar Al Handasah Consultants
Main Contractor: Copri Construction Enterprises Est
Bridge Subcontractor: Marwan Al Kurdi & Partners Co. Ltd.
Completion date: 2011
Amman Development Corridor- Airport
Interchange Bridges
Special environmental and safety features of the Interchange and bridges:
The provision of environmental friendly design including fulllandscaping compatible with the surrounding and to ensure the least intrusion .
Amman Development Corridor- Airport
Interchange Bridges
Abdoun Bridge-Amman
Abdoun Bridge-Amman
Special environmental and safety features
This bridge spans over major wadi in Amman and links the two sides of the
city with an aesthetically pleasing , economic and with minimum land
acquisition requirement. This bridge has minimized the travel time and
distance within Amman and provided a very attractive feature that is
environmentally acceptable and socially desired
Length:420 n, longest span length: 132 m
Width: 27 m
Designed by: Dar Al-Handasah Consultants
Completion time: 2007
Abdoun Bridge-Amman
Abdoun Bridge-Amman
Abdoun Bridge-Amman
Precast Segment Installation
Abdoun Bridge-Amman
Bridge at completion
Abu Alasal Bridge / Parkway
Abu Alasal Bridge / Parkway
• Bridge Description:
Location : Maeen – Dead Sea
Type: Post tension – Precast Girder – AASHTO Type
Length: 91.2 m,
Width: 12.8m
longest Span length: 30 m
No. of Spans: 3
Height of piers: 26 m
Type of foundation: Shallow Foundation.
Construction cost: 2.4 M JD.
Designed By: Pacific Consultant International & Yamasita
Consultants Sekki Inc. & Consolidated Consultant.
Main Contractor: Condotte
Bridgework Subcontractor: Marwan A. Al-Kurdi & Part. Co. Ltd.
Completion date: 2005.
Abu Alasal Bridge / Parkway
Abu Alasal Bridge / Parkway
Abu Alasal Bridge / Parkway
Abu Alasal Bridge / Parkway
Precast Girder Installation & Substructure
Abu Alasal Bridge / Parkway
Bridge During
Construction
Abu Alasal Bridge / Parkway
Substructure Works
Abu Alasal Bridge / Parkway
Precast Girder Installation using Launching Girder
Himara Bridge / Parkway
Himara Bridge / Parkway
• Bridge Description:
Location : Maeen- Dead Sea
Type: Post tension – Precast Girder
Length: 100 m,
Width : 12.8m
longest Span length: 32m
No. of Spans: 3
Height of piers: 32 m.
Type of foundation: Shallow Foundation.
Construction cost: 2.5 M JD.
Designed By: Pacific Consultant International & Yamasita
Consultants Sekki Inc. & Consolidated Consultant
Main Contractor: Condotte
Bridge Subcontractor: Marwan A. Al-Kurdi & Part. Co. Ltd.
Completion date: 2005.
Himara Bridge / Parkway
Himara Bridge / Parkway
Himara Bridge / Parkway
Bridge Construction
Himara Bridge / Parkway
Precast Girder Installation
Himara Bridge / Parkway
Deck Slab Works
Himara Bridge / Parkway
King Hussein Bridge
King Hussein Bridge
• Bridge Description:Location : Dead Sea – Jordan RiverType: Extra Dose Bridge
Length: 120 m, Width: 1.8m longest Span length: 52 m No. of Spans: 3Height of piers: 21 mType of foundation: Deep Foundation (Cast in-situ Piles) .
Construction cost: 4.5 M JD.
Designer : Nippon Koie
Main Contractor : Sumitomo
Bridge Subcontractor: Marwan A. Al-Kurdi & Part. Co. Ltd.
Completion Date : 2001
King Hussein Bridge
King Hussein Bridge
King Hussein Bridge
Piling Works
Scaffolding Works
King Hussein Bridge
Post – Tensioning Works
King Hussein Bridge
Bridge at Completion
King Hussein Bridge
Bridge at Completion
Mukharis Bridges/Dead Sea
Mukharis Bridges
• Bridge Description:Location : Dead Sea Type: Post tension – Precast Girder – AASHTO TYPE IV
Length: 100 m.Width: 12.8m .longest Span length, 33 m No. of Spans: 3Height of piers: 11 m.Type of foundation: Shallow Foundation.
Construction cost: 3.5 M JD.
Designer : Engicon
Bridge Works By : Marwan A. Al-Kurdi & Part. Co. Ltd.
Completion Date : 2004
Mukharis Bridges
Mukharis Bridges
Substructure Works (Piers)
Mukharis Bridges
Bridge During Construction – Superstructure
Mukharis Bridges
Bridge After Completion
Mukharis Bridges
Mukharis Bridges
Zarka Interchange Bridge
Zarka Interchange Bridge
Bridge Description:
Location : Zarqa Highway – Zarqa
Type: Post tension – Solid Slab
Length: 82.4 m,
Width: 10.6m
longest Span length: 42.4 m
No. of Spans: 2
Height of piers: 8 mType of foundation: Shallow FoundationConstruction cost: 2.1 M JD.
Designed By: Engicon and Trois
Main Contractor: Marwan A. Al-Kurdi & Part. Co. Ltd.
Completion date: 2008
Zarka Interchange Bridge
Zarka Interchange Bridge
Zarka Interchange Bridge
Superstructure Works - Scaffolding
Zarka Interchange Bridge
Superstructure Works - Scaffolding
Zarka Interchange Bridge
Concrete Operation
Zarka Interchange Bridge
Post Tensioning Operation
Zarka Interchange Bridge
Zarka Interchange Bridge
Karak Bridge
Karak Entrance Bridge
• Bridge Description:
Location : Karak Entrance- KarakType: Post tension – Precast Girder AASHOTO type IV
Length: 177 m.Width: 20 m.longest Span length: 36 m. No. of Spans: 2Height of piers: 42 m.Type of foundation: Shallow Foundation
Estimated Cost: 8.2 M JD
Designed By: Engicon & Lotti
Main Contractor: Marwan A. Al-Kurdi & Part. Co. Ltd.
Completion date: 2010 ( Expected)
Karak Bridge
Karak Bridge
Karak Bridge
Karak Bridge
Substructure Works
Karak Bridge
Preparation for Cap Beam
Karak Bridge
Substructure Works
Baqa'a Camp Entrances
Baqa'a Camp Entrances
Bridge Description:
Location: Baqa'a camp
Type: Post Tension (Girder)
Length: 230 m
Width: 21 m
Girder Length: 33.40 m, No. of Spans: 7
Date of Completion: 15/11/2009
Construction Cost: 15 Million JD
Designer: Engicon
Contractor: United Enterprises Company
Baqa'a Camp Entrances
Bridge Special Features
• The objective of the bridge is to serve the local community of Baqa’a and the surrounding areas, spanning over the existing roads and bypassing all the local circulating traffic. It reduces congestion, enhances safety reduces noise and minimizes accidents.
• Concrete barriers of 1.26 m height was provided to separate the bridge from the adjacent service roads to mitigate noise and enhance safety.
Baqa'a Camp Entrances
Baqa'a Camp Entrances
Baqa'a Camp Entrances
THANK YOU
Index Page
• Stratgic Vision
• Abdoun Bridge
• Amman ring Road
• Kin Hussein Bridge
• Mukharis Bridge
• Parkway Bridges
• Zarqa Bridge
• Baq’a Bridge
• Karak Bridge