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NovemberNovember

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


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Abdoun Bridge-Amman


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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 technologytransfer


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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 enteredinto 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.


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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.


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Major Bridge Projects In Jordan


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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:


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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 beamsLength: 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: 8Height of piers: 20 m

Type of foundation: Pile foundation

Construction cost: 8.9 M JD

Designed By: Dar Al-Handasah ConsultantsMain Contractor: Group Five in Cooperation with MID Contracting

Completion date: 2010


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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 overexisting roads and minimize disturbance to local traffic circulation


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General Plan -Profile


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Viaduct 2 Pictures

Substructure Pier Construction


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Viaduct 2 Pictures

Superstructure Construction


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Viaduct 2 Pictures



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Viaduct 2 Pictures



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Amman Development Corridor- OP 11


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Bridge Description:

Location : Amman Development corridor Section 3 Overpass

11

Type: Post tension cast in situ Voided SlabLength: 72.4 m,

Width: 10m

longest Span length: 35.5 m

No. of Spans: 3

Height of piers: 10 mType of foundation: Concrete piles


Designed By: Dar Al-Handasah Consultants

Contractor : Group Five in Cooperation with MID Contracting



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Special environmental and safety feature of the bridge:

Provision of special safety barrier and fencing for added environmentalprotection as the bridge is passing through environmental sensitive area thatrequired added safety measures


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Bridge at Completion

Noise Barrier


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Substructure & Superstructure


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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: 3Height of piers: 9 m

Type of foundation: Concrete footing


Designed By: Dar Al-Handasah ConsultantsMain Contractor: China Chongqing International Corp. in

Cooperation with United Massar



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Amman Development Corridor- Viaduct 1


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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 mType of foundation: Concrete footing


Designed By: Dar Al-Handasah Consultants

Constructed By: China Chnogqing International Corp in cooperationwith United Massar



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Precast Girder Cast- in situ


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Amman Development Corridor- Airport

Interchange Bridges

Amman Development Corridor Airport


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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


No. of Spans: 5

Height of piers: 10 mType of foundation: Concrete piles

Designed By: Dar Al Handasah Consultants

Main Contractor: Copri Construction Enterprises Est

Bridge Subcontractor: Marwan Al Kurdi & Partners Co. Ltd.




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Interchange Bridges

Special environmental and safety features of the Interchange andbridges:

The provision of environmental friendly design including fulllandscaping compatible with the surrounding and to ensure the leastintrusion .



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Interchange Bridges


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Abdoun Bridge-Amman

Abd B id A


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Abdoun Bridge-Amman

Special environmental and safety features

This bridge spans over major wadi in Amman and links the two sides of thecity 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

Abd B id A


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Abdoun Bridge-Amman

Abd B id A


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Abdoun Bridge-Amman

Abd B id A


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Abdoun Bridge-Amman

Precast Segment Installation

Abdoun Bridge Amman


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Abdoun Bridge-Amman

Bridge at completion


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Abu Alasal Bridge / Parkway



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Bridge Description:

Location : Maeen Dead Sea

Type: Post tension Precast Girder AASHTO Type

Length: 91.2 m,Width: 12.8m


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.



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Precast Girder Installation & Substructure

Ab Al l B id / P k


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Bridge During

Construction

Ab Alasal Bridge / Park a


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Substructure Works



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Precast Girder Installation using Launching Girder


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Himara Bridge / Parkway



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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.


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.



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Bridge Construction



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Precast Girder Installation



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Deck Slab Works



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King Hussein Bridge

King Hussein Bridge


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Bridge Description:Location : Dead Sea Jordan RiverType: Extra Dose Bridge

Length: 120 m,Width: 1.8mlongest Span length: 52 mNo. of Spans: 3

Height of piers: 21 mType of foundation: Deep Foundation (Cast in-situ Piles) .


Designer : Nippon Koie

Main Contractor : SumitomoBridge Subcontractor: Marwan A. Al-Kurdi & Part. Co. Ltd.

Completion Date : 2001

King Hussein Bridge


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King Hussein Bridge


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King Hussein Bridge


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Piling Works

Scaffolding Works

King Hussein Bridge


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Post Tensioning Works

King Hussein Bridge


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King Hussein Bridge


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Mukharis Bridges/Dead Sea

Mukharis Bridges


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Bridge Description:Location : Dead SeaType: Post tension Precast Girder AASHTO TYPE IV

Length: 100 m.

Width: 12.8m .longest Span length, 33 mNo. of Spans: 3Height of piers: 11 m.Type of foundation: Shallow Foundation.


Designer : Engicon

Bridge Works By : Marwan A. Al-Kurdi & Part. Co. Ltd.

Completion Date : 2004

Mukharis Bridges


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Mukharis Bridges


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Substructure Works (Piers)

Mukharis Bridges


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Bridge During Construction Superstructure

Mukharis Bridges


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Bridge After Completion

Mukharis Bridges


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Mukharis Bridges


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Zarka Interchange Bridge



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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



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Superstructure Works - Scaffolding



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Superstructure Works - Scaffolding



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Concrete Operation



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Post Tensioning Operation



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Karak Bridge

Karak Entrance Bridge

B id D i i


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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 FoundationEstimated Cost: 8.2 M JD

Designed By: Engicon & Lotti

Main Contractor: Marwan A. Al-Kurdi & Part. Co. Ltd.

Completion date: 2010 ( Expected)

Karak Bridge


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Karak Bridge


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Karak Bridge


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Karak Bridge


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Substructure Works

Karak Bridge


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Preparation for Cap Beam

Karak Bridge


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Substructure Works


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Baqa'a Camp Entrances


Bridge Description:


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Bridge Description:

Location: Baqa'a camp

Type: Post Tension (Girder)

Length: 230 mWidth: 21 m

Girder Length: 33.40 m, No. of Spans: 7

Date of Completion: 15/11/2009

Construction Cost: 15 Million JDDesigner: Engicon

Contractor: United Enterprises Company



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Bridge Special Features

The objective of the bridge is to serve the local community ofBaqaa and the surrounding areas, spanning over the existingroads and bypassing all the local circulating traffic. It reducescongestion, enhances safety reduces noise and minimizesaccidents.

Concrete barriers of 1.26 m height was provided to separate the

bridge from the adjacent service roads to mitigate noise andenhance safety.



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THANK YOU

Index Page

Stratgic Vision

Zarqa Bridge


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Abdoun Bridge

Amman ring Road

Kin Hussein Bridge

Mukharis Bridge

Parkway Bridges

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Baqa Bridge

Karak Bridge

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