This document provides information on Farrans, a UK-based building and civil engineering contractor. It summarizes some of Farrans' marine portfolio projects, including the construction of a new deep water berth and quay wall at Belfast Harbour, widening of the Seaforth Passage in Liverpool, repairs to a cooling water outfall structure in Heysham, construction of a new harbour wall in Granton, redevelopment of berthing areas and construction of a new quay wall at Montrose Deep Water Berth, construction of Pointhouse Quay in Glasgow, and renewal of Berth 6 in Montrose.
The Port of Melbourne Corporation proposed deepening shipping channels to allow larger vessels to access the port. This Channel Deepening Project involved dredging 22 million cubic meters of material. Boskalis was selected as the contractor due to their expertise in dredging techniques and environmental compliance. Their early involvement helped develop innovative dredging methods, protect underwater pipelines, and ensure the project met strict environmental standards. Through transparency and monitoring, the project was completed on time and within budget while avoiding environmental impacts.
This document provides an overview of berth development projects at several ports. It discusses the scope of improving existing berths at Morehead Port in North Carolina and the Panama Canal by strengthening structures, increasing dredge depth, and adding new finger piers for larger ships. It also reviews a project to monitor lateral soil movement during dredging near berths constructed with diaphragm walls and piles at Jawaharlal Nehru Port in Mumbai. Geotechnical site investigations including testing were important for understanding soil conditions and designing stable berth structures.
Australia - Gorgon LNG Project - Deputy Project ManagerNiels Asjee
The document summarizes Boskalis' scope of work on the Gorgon Project to design and construct port facilities on Barrow Island off the coast of Western Australia. This included dredging, reclamation works, construction of berths, installation of navigation aids, and accommodation for personnel. Strict environmental and quarantine measures were required due to the island's status as a Class A nature reserve with unique flora and fauna. Over 6.7 million cubic meters of material was dredged and transported while addressing challenges like cyclones and ensuring health and safety standards.
The document provides an overview of the dredging and marine works conducted by Jan De Nul Group. It describes their various activities including capital dredging, maintenance dredging, land reclamation, rock revetment, offshore services and port infrastructure works. It highlights several major projects Jan De Nul Group has completed in these areas, such as reclaiming over 500 million cubic meters of land for Palm Island and other projects in Dubai, maintaining the navigability of the 800 km long Rio Parana river in Argentina, and constructing a causeway and 27 reclaimed islands for the Manifa oil field in Saudi Arabia.
Company Profile Jan De Nul Group (EN) - V2015-3Séamus Day
Jan De Nul Group is a leading international dredging, civil engineering and environmental services company. It has the world's most modern dredging fleet and ranks at the top of the international dredging industry. The company started as a small contractor in Belgium but has grown significantly over 60+ years to complete large, complex projects around the world. It prides itself on technical expertise, quality service, safety, and environmental stewardship.
Transport Scotland requested that Scottish Water relocate their long sea outfall infrastructure to accommodate construction of a new pier for the Forth Replacement Crossing project. Grontmij was hired to design and oversee construction of a replacement outfall. They determined that using HDPE piping instead of the original expensive armored piping, along with changing from a twin pipe to single pipe design and simplifying the diffuser, would reduce costs and health and safety risks. The redesigned outfall was constructed on schedule by September 2010 through conventional barge techniques. The project demonstrated that thorough understanding of historical context and value engineering can produce substantial savings.
The document summarizes the construction of a new cement import terminal in Charleston, South Carolina built by Blue Circle Cement, Kinder Morgan Bulk Terminals, and River Consulting. A project execution committee was formed to oversee the project. The terminal included a new ship unloader, conveyor systems, two 40,000 metric ton concrete storage domes built by DOMTEC, and a mechanical reclaiming system. The project was completed on schedule and established a new global standard for cement import terminals.
Pro-Fix Steel Fixing Services Ltd is a steel fixing contractor established in 2008 that has completed over 100 construction projects throughout the UK. It employs over 180 experienced steel fixers and has a database of 4000 additional laborers. Pro-Fix prides itself on quality, safety and professional practices, and ensures all employees are properly trained and certified. The document provides details on Pro-Fix's health and safety policies, highlights example projects in different sectors and locations, and offers competitive rates for steel fixing and other construction services.
The Port of Melbourne Corporation proposed deepening shipping channels to allow larger vessels to access the port. This Channel Deepening Project involved dredging 22 million cubic meters of material. Boskalis was selected as the contractor due to their expertise in dredging techniques and environmental compliance. Their early involvement helped develop innovative dredging methods, protect underwater pipelines, and ensure the project met strict environmental standards. Through transparency and monitoring, the project was completed on time and within budget while avoiding environmental impacts.
This document provides an overview of berth development projects at several ports. It discusses the scope of improving existing berths at Morehead Port in North Carolina and the Panama Canal by strengthening structures, increasing dredge depth, and adding new finger piers for larger ships. It also reviews a project to monitor lateral soil movement during dredging near berths constructed with diaphragm walls and piles at Jawaharlal Nehru Port in Mumbai. Geotechnical site investigations including testing were important for understanding soil conditions and designing stable berth structures.
Australia - Gorgon LNG Project - Deputy Project ManagerNiels Asjee
The document summarizes Boskalis' scope of work on the Gorgon Project to design and construct port facilities on Barrow Island off the coast of Western Australia. This included dredging, reclamation works, construction of berths, installation of navigation aids, and accommodation for personnel. Strict environmental and quarantine measures were required due to the island's status as a Class A nature reserve with unique flora and fauna. Over 6.7 million cubic meters of material was dredged and transported while addressing challenges like cyclones and ensuring health and safety standards.
The document provides an overview of the dredging and marine works conducted by Jan De Nul Group. It describes their various activities including capital dredging, maintenance dredging, land reclamation, rock revetment, offshore services and port infrastructure works. It highlights several major projects Jan De Nul Group has completed in these areas, such as reclaiming over 500 million cubic meters of land for Palm Island and other projects in Dubai, maintaining the navigability of the 800 km long Rio Parana river in Argentina, and constructing a causeway and 27 reclaimed islands for the Manifa oil field in Saudi Arabia.
Company Profile Jan De Nul Group (EN) - V2015-3Séamus Day
Jan De Nul Group is a leading international dredging, civil engineering and environmental services company. It has the world's most modern dredging fleet and ranks at the top of the international dredging industry. The company started as a small contractor in Belgium but has grown significantly over 60+ years to complete large, complex projects around the world. It prides itself on technical expertise, quality service, safety, and environmental stewardship.
Transport Scotland requested that Scottish Water relocate their long sea outfall infrastructure to accommodate construction of a new pier for the Forth Replacement Crossing project. Grontmij was hired to design and oversee construction of a replacement outfall. They determined that using HDPE piping instead of the original expensive armored piping, along with changing from a twin pipe to single pipe design and simplifying the diffuser, would reduce costs and health and safety risks. The redesigned outfall was constructed on schedule by September 2010 through conventional barge techniques. The project demonstrated that thorough understanding of historical context and value engineering can produce substantial savings.
The document summarizes the construction of a new cement import terminal in Charleston, South Carolina built by Blue Circle Cement, Kinder Morgan Bulk Terminals, and River Consulting. A project execution committee was formed to oversee the project. The terminal included a new ship unloader, conveyor systems, two 40,000 metric ton concrete storage domes built by DOMTEC, and a mechanical reclaiming system. The project was completed on schedule and established a new global standard for cement import terminals.
Pro-Fix Steel Fixing Services Ltd is a steel fixing contractor established in 2008 that has completed over 100 construction projects throughout the UK. It employs over 180 experienced steel fixers and has a database of 4000 additional laborers. Pro-Fix prides itself on quality, safety and professional practices, and ensures all employees are properly trained and certified. The document provides details on Pro-Fix's health and safety policies, highlights example projects in different sectors and locations, and offers competitive rates for steel fixing and other construction services.
Open-hole sand-control completions using expandable sand screens (ESS) offer advantages over traditional cased-hole completions including improved production rates and lower installation costs. The documents discusses several case studies where formate brines and ESS were used together, setting world records for longest, hottest, and deepest ESS installations. This included projects by Shell in the Brigantine field in the UK North Sea and by Saudi Aramco in the K-field in Saudi Arabia, improving well economics in both cases.
The Temple Mills Bridge in London was reconstructed from 2004-2006. The original 1963 bridge had deteriorated due to water ingress and reinforcement corrosion. The reconstruction involved demolishing the old bridge down to the existing foundations and riverbed, then constructing new piers, abutments, and a precast concrete deck. Environmental considerations like flood risk, habitat creation, and noise/pollution mitigation played a key role. Careful planning and risk management were needed due to the bridge's strategic location and need to maintain traffic flow during construction. The reconstruction secured this important transport link in advance of nearby Olympic development works.
Offshore structures are designed to withstand harsh marine environments and extract oil and gas resources from deep waters. There are several types of offshore structures depending on water depth, including fixed platforms, compliant structures, and floating structures. Fixed platforms include steel template structures and concrete gravity structures suitable for shallow to medium depths. Compliant and tension leg platforms are used in deeper waters from 300-1200m. Floating structures like semi-submersibles and FPSOs are used in the deepest waters from 300-1500m. Offshore structures must be designed to withstand various loads including gravity, wind, wave, current, and seismic loads. Accurate prediction of environmental loads is important for design.
The Abergeldie-HEB Joint Venture brings together the Australian and New Zealand resources and experience of two award-winning marine and civil contractors. They have over 500 personnel with expertise in project management, construction, and marine infrastructure. Some of their recent projects include repairing damage to the jetty, wharf, and ship loader at Lucinda Bulk Sugar Terminal in North Queensland after a cyclone, and undertaking design and construction works to repair and develop the coal exporting facilities at Cashin Quay No. 1 Wharf in Lyttelton, New Zealand following earthquakes in 2010 and 2011.
Bahrain - Half Moon Bay Project - Project ManagerNiels Asjee
This document summarizes the design and construction of Half Moon Bay island in Bahrain, which consisted of creating three circular islands enclosing an inner basin. Key points:
- Engineering firm Hydronamic designed the islands and advised on construction. Their innovative design used a sand berm instead of rock in deeper areas, saving approximately 50% on rock costs.
- Construction by Boskalis Westminster Middle East was completed in February 2006. Challenges included building scour protection and installing geotextile.
- Post-construction monitoring found the rock placement and beaches had performed according to design with no damage or erosion issues after two years.
An artificial island is constructed rather than formed naturally. There are several methods to create artificial islands including expanding existing islets, constructing on reefs or amalgamating natural islets. Artificial islands are constructed for urban development, industry, infrastructure like ports and airports, recreation, and resource extraction like oil drilling. They are designed considering factors like water depth, waves, climate, foundations, and environmental impacts. The construction process involves preparing the seabed, placing precast piles, compacting soil, adding surrounding rock barriers, and allowing construction to begin.
A case study on Coastal protection structure failure. Quay failure in Port of Barcelona. The presentation describes the failure of harbour walls which occurred at Barcelona on 1st January 2007, associated with an inadequate consideration of the ground conditions in the light of the marine environment. At Barcelona, the construction of the quay wall proceeded at a faster rate than the breakwater. In this case the wharf backfill was placed rapidly on the soft muds, progressing from the inland side. The paper discusses the importance of an overview including the ground investigation, engineering design, construction method and speed of construction. KeywordsBearing capacity–Caissons–Shallow foundations–Failure modes–Study cases
The N11 Gorey to Arklow Link road project in Ireland was completed two months ahead of schedule. The 22.9km dual carriageway project involved complex construction including two railway bridges, ten road bridges, environmental mitigation works, and addressing unstable soil conditions. Challenges during construction included planning works near rail lines and complying with strict environmental regulations. The new road is expected to reduce travel times, improve safety, and reduce traffic and pollution in the town of Gorey.
Andrew Barnes is a senior structural engineer with over 25 years of experience in projects ranging from residential to large commercial and government facilities. He has a Bachelor of Engineering from the University of Technology QLD and is a Fellow of Engineers Australia. He has extensive experience in heritage restoration projects and has served on the Queensland Heritage Council. He has worked on numerous projects across various sectors including education, government, retail, bridges, and heritage restoration.
(2012) - Fok N, Vincent P, Qiu T, Krzeminski M - A Case Study of Ground Impro...Michal Krzeminski
This document summarizes a case study of ground improvement using controlled modulus columns (CMCs) for a bridge project in Victoria, Australia. Soft and compressible soils up to 6 meters thick at the site required ground improvement to reduce long-term settlements. CMCs were installed in a grid pattern to a depth of 6-9 meters to transfer loads through the soft soils to a denser layer below. Numerical modeling predicted total settlements of less than 50 mm after construction. Monitoring of settlements and performance is ongoing.
Fremantle Ports is Western Australia's major general cargo port. It is undertaking projects to deepen its Inner Harbour and expand facilities to accommodate growing trade volumes. This includes deepening the harbour to allow larger ships to access the port fully loaded. A $250 million project is nearing completion to deepen the harbour and reconstruct berths. Additional land is also being reclaimed to provide 27 hectares for future port uses. Initiatives are also underway to improve landside infrastructure and increase the proportion of cargo moved by rail.
This document summarizes a presentation given about the Wallasea Island Wild Coast Project led by the RSPB. The project involves importing 7.5 million cubic meters of inert construction waste from the Crossrail project to create new coastal habitats including mudflats, saltmarshes, and saline lagoons on Wallasea Island. It aims to compensate for habitat losses, reduce flood risks, provide public access to nature, and demonstrate coastal adaptation to climate change. Work began in 2009 and involves phased construction of sea defenses and habitats over multiple years.
The document discusses the major redevelopment of the Port of Melville in the Northern Territory of Australia, which occurred without any environmental approval. It summarizes that the Port is located on Melville Island, an area of international conservation significance. A new owner upgraded the Port in a $130 million project involving a new wharf, fuel storage tanks, and other facilities. However, this occurred without any environmental assessment or approval due to deficiencies and loopholes in the NT's environmental assessment laws. There is no clear "responsible minister" for the Port, and the construction did not trigger the need for referral or approval under the Territory's legislation. This case highlights flaws in relying on ministers and the lack of enforcement in the NT environmental assessment regime
Dredging is performed to maintain navigation channels and harbors for shipping vessels. There are two main types of dredging: construction dredging removes previously undisturbed materials to create new channels, while maintenance dredging periodically removes accumulated sediment to maintain authorized depths. The Corps of Engineers is responsible for navigation channels, while port authorities oversee harbors. Dredged materials come from various areas like inlets, harbors, and inland waterways, and range from sand to silt and clay. Dredged materials are disposed of through ocean placement, beach nourishment, upland placement, open water placement, or within banks placement. Dredging provides environmental benefits such as wetland construction, landfill cover, and beach
Christopher George Smith is a chartered civil and structural engineer with over 25 years of experience. He specializes in the conservation of timber buildings and structures engineering. Some of his key achievements include obtaining an MSc in Timber Building Conservation and completing historical studies of various historic barns and buildings. He has worked on numerous structural engineering and conservation projects involving listed historic buildings.
This document discusses notable projects that used Reflex formwork systems to construct curved concrete walls. Some of the projects mentioned include the Mildura Waste Water Treatment Plant, Burringbar Waste Water Treatment Facility, West Pottsville Reservoir, Yepoon Reservoir Tanks, Sandgate WWTP, Mt. Julian Reservoir Tank, Point Lonsdale Tank, Heathfield Waste Water Clarifier Tank, and Mt Usher Reservoir. Reflex formwork allows for easy construction of curved walls using pre-assembled panels that can be adjusted for dimensions. Customers chose Reflex due to benefits like labor savings, improved productivity, and ease of erection and dismantling.
AllenCon is a civil infrastructure contractor that delivers quality projects including road, bridge, drainage and other construction. It prides itself on effective community consultation and engaging local subcontractors and suppliers. AllenCon has capabilities in various types of civil construction and repair work. It is committed to health and safety, quality, and environmental standards in its work.
From Red Hat Agile Day Oct 20, 2015 Session 2 Core Track:
Non-standard Agile Metrics Abstract: Agile practitioners are familiar with standard measurements such as burn-ups, burn-downs, and velocity charts along with others in their toolbox. It is though, a box. What about non-standard measurements? Agile encourages innovation and a different mindset. This presentation will reveal three non-standard measurements that prompt a new line of thinking and different ways to improve your oversight and effectiveness. You’ll be able to apply these back at the office using available data.
The document discusses the costumes, sets, and designs created for the Harry Potter films. It notes that the costumes took significant time and money to create, with some being too delicate to reuse. It also explains that the filmmakers built replicas of the street where Harry lived and a scale model of Hogwarts to have more flexibility and control filming scenes in a cost-effective manner. The document emphasizes that extensive concept art, drawings, and technical plans were required to design the film's world and ensure everything appeared realistic.
Open-hole sand-control completions using expandable sand screens (ESS) offer advantages over traditional cased-hole completions including improved production rates and lower installation costs. The documents discusses several case studies where formate brines and ESS were used together, setting world records for longest, hottest, and deepest ESS installations. This included projects by Shell in the Brigantine field in the UK North Sea and by Saudi Aramco in the K-field in Saudi Arabia, improving well economics in both cases.
The Temple Mills Bridge in London was reconstructed from 2004-2006. The original 1963 bridge had deteriorated due to water ingress and reinforcement corrosion. The reconstruction involved demolishing the old bridge down to the existing foundations and riverbed, then constructing new piers, abutments, and a precast concrete deck. Environmental considerations like flood risk, habitat creation, and noise/pollution mitigation played a key role. Careful planning and risk management were needed due to the bridge's strategic location and need to maintain traffic flow during construction. The reconstruction secured this important transport link in advance of nearby Olympic development works.
Offshore structures are designed to withstand harsh marine environments and extract oil and gas resources from deep waters. There are several types of offshore structures depending on water depth, including fixed platforms, compliant structures, and floating structures. Fixed platforms include steel template structures and concrete gravity structures suitable for shallow to medium depths. Compliant and tension leg platforms are used in deeper waters from 300-1200m. Floating structures like semi-submersibles and FPSOs are used in the deepest waters from 300-1500m. Offshore structures must be designed to withstand various loads including gravity, wind, wave, current, and seismic loads. Accurate prediction of environmental loads is important for design.
The Abergeldie-HEB Joint Venture brings together the Australian and New Zealand resources and experience of two award-winning marine and civil contractors. They have over 500 personnel with expertise in project management, construction, and marine infrastructure. Some of their recent projects include repairing damage to the jetty, wharf, and ship loader at Lucinda Bulk Sugar Terminal in North Queensland after a cyclone, and undertaking design and construction works to repair and develop the coal exporting facilities at Cashin Quay No. 1 Wharf in Lyttelton, New Zealand following earthquakes in 2010 and 2011.
Bahrain - Half Moon Bay Project - Project ManagerNiels Asjee
This document summarizes the design and construction of Half Moon Bay island in Bahrain, which consisted of creating three circular islands enclosing an inner basin. Key points:
- Engineering firm Hydronamic designed the islands and advised on construction. Their innovative design used a sand berm instead of rock in deeper areas, saving approximately 50% on rock costs.
- Construction by Boskalis Westminster Middle East was completed in February 2006. Challenges included building scour protection and installing geotextile.
- Post-construction monitoring found the rock placement and beaches had performed according to design with no damage or erosion issues after two years.
An artificial island is constructed rather than formed naturally. There are several methods to create artificial islands including expanding existing islets, constructing on reefs or amalgamating natural islets. Artificial islands are constructed for urban development, industry, infrastructure like ports and airports, recreation, and resource extraction like oil drilling. They are designed considering factors like water depth, waves, climate, foundations, and environmental impacts. The construction process involves preparing the seabed, placing precast piles, compacting soil, adding surrounding rock barriers, and allowing construction to begin.
A case study on Coastal protection structure failure. Quay failure in Port of Barcelona. The presentation describes the failure of harbour walls which occurred at Barcelona on 1st January 2007, associated with an inadequate consideration of the ground conditions in the light of the marine environment. At Barcelona, the construction of the quay wall proceeded at a faster rate than the breakwater. In this case the wharf backfill was placed rapidly on the soft muds, progressing from the inland side. The paper discusses the importance of an overview including the ground investigation, engineering design, construction method and speed of construction. KeywordsBearing capacity–Caissons–Shallow foundations–Failure modes–Study cases
The N11 Gorey to Arklow Link road project in Ireland was completed two months ahead of schedule. The 22.9km dual carriageway project involved complex construction including two railway bridges, ten road bridges, environmental mitigation works, and addressing unstable soil conditions. Challenges during construction included planning works near rail lines and complying with strict environmental regulations. The new road is expected to reduce travel times, improve safety, and reduce traffic and pollution in the town of Gorey.
Andrew Barnes is a senior structural engineer with over 25 years of experience in projects ranging from residential to large commercial and government facilities. He has a Bachelor of Engineering from the University of Technology QLD and is a Fellow of Engineers Australia. He has extensive experience in heritage restoration projects and has served on the Queensland Heritage Council. He has worked on numerous projects across various sectors including education, government, retail, bridges, and heritage restoration.
(2012) - Fok N, Vincent P, Qiu T, Krzeminski M - A Case Study of Ground Impro...Michal Krzeminski
This document summarizes a case study of ground improvement using controlled modulus columns (CMCs) for a bridge project in Victoria, Australia. Soft and compressible soils up to 6 meters thick at the site required ground improvement to reduce long-term settlements. CMCs were installed in a grid pattern to a depth of 6-9 meters to transfer loads through the soft soils to a denser layer below. Numerical modeling predicted total settlements of less than 50 mm after construction. Monitoring of settlements and performance is ongoing.
Fremantle Ports is Western Australia's major general cargo port. It is undertaking projects to deepen its Inner Harbour and expand facilities to accommodate growing trade volumes. This includes deepening the harbour to allow larger ships to access the port fully loaded. A $250 million project is nearing completion to deepen the harbour and reconstruct berths. Additional land is also being reclaimed to provide 27 hectares for future port uses. Initiatives are also underway to improve landside infrastructure and increase the proportion of cargo moved by rail.
This document summarizes a presentation given about the Wallasea Island Wild Coast Project led by the RSPB. The project involves importing 7.5 million cubic meters of inert construction waste from the Crossrail project to create new coastal habitats including mudflats, saltmarshes, and saline lagoons on Wallasea Island. It aims to compensate for habitat losses, reduce flood risks, provide public access to nature, and demonstrate coastal adaptation to climate change. Work began in 2009 and involves phased construction of sea defenses and habitats over multiple years.
The document discusses the major redevelopment of the Port of Melville in the Northern Territory of Australia, which occurred without any environmental approval. It summarizes that the Port is located on Melville Island, an area of international conservation significance. A new owner upgraded the Port in a $130 million project involving a new wharf, fuel storage tanks, and other facilities. However, this occurred without any environmental assessment or approval due to deficiencies and loopholes in the NT's environmental assessment laws. There is no clear "responsible minister" for the Port, and the construction did not trigger the need for referral or approval under the Territory's legislation. This case highlights flaws in relying on ministers and the lack of enforcement in the NT environmental assessment regime
Dredging is performed to maintain navigation channels and harbors for shipping vessels. There are two main types of dredging: construction dredging removes previously undisturbed materials to create new channels, while maintenance dredging periodically removes accumulated sediment to maintain authorized depths. The Corps of Engineers is responsible for navigation channels, while port authorities oversee harbors. Dredged materials come from various areas like inlets, harbors, and inland waterways, and range from sand to silt and clay. Dredged materials are disposed of through ocean placement, beach nourishment, upland placement, open water placement, or within banks placement. Dredging provides environmental benefits such as wetland construction, landfill cover, and beach
Christopher George Smith is a chartered civil and structural engineer with over 25 years of experience. He specializes in the conservation of timber buildings and structures engineering. Some of his key achievements include obtaining an MSc in Timber Building Conservation and completing historical studies of various historic barns and buildings. He has worked on numerous structural engineering and conservation projects involving listed historic buildings.
This document discusses notable projects that used Reflex formwork systems to construct curved concrete walls. Some of the projects mentioned include the Mildura Waste Water Treatment Plant, Burringbar Waste Water Treatment Facility, West Pottsville Reservoir, Yepoon Reservoir Tanks, Sandgate WWTP, Mt. Julian Reservoir Tank, Point Lonsdale Tank, Heathfield Waste Water Clarifier Tank, and Mt Usher Reservoir. Reflex formwork allows for easy construction of curved walls using pre-assembled panels that can be adjusted for dimensions. Customers chose Reflex due to benefits like labor savings, improved productivity, and ease of erection and dismantling.
AllenCon is a civil infrastructure contractor that delivers quality projects including road, bridge, drainage and other construction. It prides itself on effective community consultation and engaging local subcontractors and suppliers. AllenCon has capabilities in various types of civil construction and repair work. It is committed to health and safety, quality, and environmental standards in its work.
From Red Hat Agile Day Oct 20, 2015 Session 2 Core Track:
Non-standard Agile Metrics Abstract: Agile practitioners are familiar with standard measurements such as burn-ups, burn-downs, and velocity charts along with others in their toolbox. It is though, a box. What about non-standard measurements? Agile encourages innovation and a different mindset. This presentation will reveal three non-standard measurements that prompt a new line of thinking and different ways to improve your oversight and effectiveness. You’ll be able to apply these back at the office using available data.
The document discusses the costumes, sets, and designs created for the Harry Potter films. It notes that the costumes took significant time and money to create, with some being too delicate to reuse. It also explains that the filmmakers built replicas of the street where Harry lived and a scale model of Hogwarts to have more flexibility and control filming scenes in a cost-effective manner. The document emphasizes that extensive concept art, drawings, and technical plans were required to design the film's world and ensure everything appeared realistic.
Sottas, B.; Kissmann S. (2016) Nutzen und Wirksamkeit der interprofessionellen Praxis (IPP). Eine Übersichtsstudie zur Evidenzlage.Expertenbericht für das Bundesamt für Gesundheit, Bern.
Veröffentlichung in Vorbereitung – präsentiert am interprofessionellen Gesundheitskongress in Dresden am 9. April 2016
Smiths Medical implemented a single, global technology platform using Oracle E-Business Suite to replace over 40 disparate systems from acquisitions. This standardized their processes across 18 legal entities in 13 languages. As a result, they reduced inventory by $50 million, cut costs by $25 million annually, and increased customer satisfaction by reducing backorders 90%. They also used Oracle Business Intelligence to identify an additional $10 million in savings opportunities by analyzing sales data.
This document provides credits for two films: Se7en and Hard Candy. For Se7en, it lists the production company, director, main actors, music composer, costume designer, editor, production designer, director of photography, co-producers, executive producers, writers, and producers. For Hard Candy, it similarly provides credits for the production companies, main actors, original score composer, digital colorists, editor, production designer, director of photography, co-producers, executive producers, writers, and director. Music is briefly noted as starting and ending for Hard Candy.
Send Flowers to Mumbai & Convey Love to Loved Ones via GiftaLove.com!Indian Festival
If any of your loved one is residing in Mumbai then Giftalove.com offers you the ease to wish them, surprise them or greet them with beautiful flower arrangements online.
The document outlines the agenda for a class discussion that will:
1) Debrief a visit to a Center for the Homeless and define homelessness.
2) Apply Catholic social teaching from the visit, a video, and reading to analyze the relationship between justice and equality, with a focus on the Church's preference for the poor.
3) Include a self-assessment of student contributions and conclusions about justice for the poor and homeless.
Summertime by George Gershwin is a strophic song structured in two verses and a chorus without interruption. It features a melody dominated homophonic texture with a solo soprano and women's chorus accompanying a symphony orchestra. The piece is in B minor and uses extended chords such as dominant 11ths and 13ths as well as chords with an added 6th. The diatonic melody contains some blues and pentatonic elements with a falling glissando on the final notes of each verse.
The document discusses the author's dream summer destination of the Maldives. The Maldives has the best beaches in the world with white sand and blue water, making it a paradise. However, the Maldives is threatened by global warming as it is the lowest country and could disappear if sea levels continue to rise. The author hopes people will help protect and preserve the natural beauty of the Maldives from the impacts of climate change.
The document appears to be a portfolio listing various creative projects and roles undertaken by Vjay Lad. For each project, Lad's role involved editorial design, collating relevant imagery, and print production, as well as quality control, client management, and communication. Some projects also involved additional roles such as ipad design, Aurasma content creation, coverwrap design, data visualization, exhibition branding, and presentation, event, and website design.
Abschlusskompetenzen Bachelor of Science in Nursing (BScN) –
Die Absolvierenden des akkreditierten Aufbauprogramms
BScN der Kalaidos Fachhochschule Gesundheit für diplomierte Pflegefachpersonen HF von drei Semestern erreichen die ausgewiesenen Abschlusskompetenzen FH-Gesundheitsberufe nach dem Referenzmodell CanMEDS.
Prof. Ursina Baumgartner, MNS, Rektorin
Die Präsentation wurde am Lernweltenkongress in Chur, 4. Sept. 2015, vorgestellt.
Demirjian presents a new system for dental age assessment in the May 1973 issue of Human Biology. The system uses dental development of teeth to assess age. It was presented on page 211 of the journal.
Traumatic injuries of teeth /certified fixed orthodontic courses by Indian d...Indian dental academy
Welcome to Indian Dental Academy
The Indian Dental Academy is the Leader in continuing dental education , training dentists in all aspects of dentistry and offering a wide range of dental certified courses in different formats.
Indian dental academy has a unique training program & curriculum that provides students with exceptional clinical skills and enabling them to return to their office with high level confidence and start treating patients
State of the art comprehensive training-Faculty of world wide repute &Very affordable.
The Cleveleys Promenade project in Lancashire, England transformed over 2 miles of coastline through the construction of new sea defenses and enhancements to the promenade. Key aspects included a cafe, water play area, helical turbines to generate renewable energy, and protection for over 7,600 local properties from flooding risks. The multi-million pound project received 17 awards for its environmental and community benefits. Future phases will continue upgrading remaining sections to complete the revitalization of Cleveleys seafront.
Raymond Wesley Acheson has over 30 years of experience in construction management, including roles as Managing Director and Senior Contracts Manager. He has extensive experience managing multi-million pound projects involving reinforced concrete structures, marine works, utilities work and dispute resolution. His background includes education in civil engineering and qualifications in areas such as health and safety, quality auditing and business administration.
Blase Townsing has over 12 years experience in civil construction and has held roles as a site supervisor, leading hand, plant operator and labourer. He has extensive experience supervising road construction, airport upgrades, detention basin construction, pipeline projects and flood restoration works. He has qualifications in construction supervision, safety leadership, road construction and plant operation. Blase is skilled in planning works, monitoring safety and productivity, and meeting client requirements for on-time and high quality delivery. He has a strong track record of successfully delivering civil projects for government and private clients.
Australia - Ichthys GEP Project - Project ManagerNiels Asjee
Boskalis was contracted to perform shore approach construction, dredging, pipe pulling, and rock installation works for the Ichthys LNG Project near Darwin, Northern Territory, Australia. The scope of work included designing and dredging a 15 km trench, pulling 3,000 meters of pipeline ashore using a winch, and installing over 680,000 tons of rock armor. Through effective planning and safety practices, Boskalis completed all activities without any lost time injuries across over 552,000 man hours of work.
The presentation proposes the Swansea Bay Tidal Lagoon project, which would create the world's first tidal lagoon power station. It would harness tidal energy to generate electricity for 150,000 homes in Wales in a sustainable way. The project is projected to create jobs during construction and operation, stimulate the local economy, and establish Wales as a center for tidal lagoon technology. It would demonstrate this renewable energy source can provide reliable, low-cost power for the UK on a large scale.
The document summarizes a project to rehabilitate Virginia Beach in Durban, South Africa. It began as a project to extend a stormwater culvert to address flooding issues. It was expanded to also rehabilitate the beach access road, repair ablution facilities, and develop recreational areas. The expanded works approach enhanced infrastructure value for the local community by displacing negative activities and developing the area into a prime recreational site through community participation. The project showed how municipal infrastructure projects can achieve additional social and economic benefits with minimal added costs.
Waterman is a UK-based multi-disciplinary engineering and environmental consultancy. It employs over 1,300 staff across 20 offices in the UK and internationally. Waterman's specialist secondment service seconds staff into both short and long-term roles in areas such as bridges, highways, transportation infrastructure, and more. Majority of seconded staff are permanently employed by Waterman and receive training and performance reviews. Waterman has extensive experience providing seconded staff and services to clients such as local authorities, transport agencies, and private consultants.
Waterman is a UK-based multi-disciplinary engineering and environmental consultancy. It employs over 1,300 staff across 20 offices in the UK and internationally. Waterman's specialist secondment service seconds staff into both short and long-term roles in areas such as bridges, highways, transportation infrastructure, and more. Majority of seconded staff are permanently employed by Waterman and receive training and performance reviews. Waterman has extensive experience providing seconded staff and services to clients such as local authorities, transport agencies, and private consultants.
Waterman is a large multi-disciplinary engineering and environmental consultancy firm in the UK. It employs over 1,300 staff across 20 offices and had a turnover of £68.8 million in 2013. Waterman provides specialist secondment services, placing staff into short or long-term roles in civil engineering, transportation, infrastructure, and other areas. Majority of staff are permanently employed by Waterman and then outsourced to clients, which include local authorities and private consultants. Waterman's secondment services offer flexibility and opportunities for career progression.
The document summarizes a training visit to the Visakhapatnam port trust in India. It describes the port's infrastructure including three harbors and berths capable of accommodating large vessels. It also discusses capital dredging projects to deepen harbors and channels to accommodate larger ships. Specific projects mentioned include deepening the inner harbor channel and turning circle to allow 14 meter draft vessels, and relocating tug jetties along the north and south sides of a canal to develop a new berth. The port plays an important role in India's economy by facilitating trade, exports, and industrial development.
The Dunmurry Wastewater Treatment Works (WwTW) located in Belfast underwent a £5.5 million upgrade to modernize its outdated systems and increase its capacity to 62,500 people equivalents. The upgrade included installing new fine bubble aeration tanks, a 31m diameter final settlement tank, increased sludge handling capacity, and automation to improve treatment and meet stricter consent standards for nutrients. The upgrade works were completed in 2012 and ensured the plant could reliably treat wastewater from growing populations in the area well into the future.
The document outlines the renovation and expansion of the South Jetty project in Al-Khafji, Saudi Arabia. The scope of work includes dredging the inner harbor and access channel, renovating the existing South Jetty, and constructing a new extension. This will widen the navigable channel and provide a larger materials yard and safe berthing. The project will be executed in two parts - dredging works and renovation/expansion of the South Jetty, which will include constructing a 980 meter long concrete block quay wall, backfilling, and installing furnishings. Precise dredging and construction procedures are outlined.
The document provides a preliminary brief for a flood alleviation project along the Clontarf Promenade between Alfie Byrne Road and the Wooden Bridge in Dublin. It summarizes discussions from a Joint Working Group regarding flood protection options and outlines a proposed dual defence system using the existing seawall and a new secondary wall near the road. The consultant is asked to review flood risk levels, calculate required defence heights, produce preliminary designs and cost estimates, and advise on planning and development of the Promenade going forward while minimizing visual impacts. The goal is to finalize a preliminary plan for the flood protection scheme and Promenade redevelopment.
The coastal town of Newbiggin by the Sea was experiencing severe beach erosion that threatened coastal properties. To address this, a project was undertaken to replenish the beach with 500,000 tonnes of new sand, build a 200-meter breakwater to prevent erosion, and enhance the beach promenade. Sand was dredged from an area nine hours away and pumped ashore, and a sculpture was placed on the breakwater. The project successfully arrested erosion and restored pride and confidence to the community.
The Hallandsås Tunnel project in Sweden took over 20 years to complete due to major geological and groundwater challenges. Initial attempts to bore the tunnel failed and contaminated local water supplies with toxic grout. The project was halted for 7 years while a new shielded tunnel boring machine and concrete lining method were developed. This successful approach allowed the 8.7 km twin tunnels to be completed in 2013, improving rail capacity and travel times along the west coast of Sweden.
GTL was commissioned to design and install a new piling solution for the replacement of the boat deck on Brighton Palace Pier in the UK. The project involved designing piles that could be installed through a working platform only 5 meters below the pier deck in order to avoid working from the sea. GTL developed a unique solution using hollow circular steel piles installed in sections and rotated into the chalk bedrock using a specialized piling rig. This innovative solution allowed the project to be completed safely and efficiently while meeting the client's requirements and schedule.
This document provides details about the Kalia Bhomara Setu road bridge over the Brahmaputra River in Tezpur, Assam. It summarizes that the bridge connects NH 52 and NH 37 on the south bank via a 23km link. It describes some of the complex foundation work, including sinking 27 wells up to 56m deep, and constructing two well foundations with caissons up to 12m deep. The superstructure consists of balanced cantilever pre-stressed concrete box girders with 120m spans. Over 170,000 cubic meters of concrete and 12,000 metric tons of reinforcing steel were used.
The sludge processing plant at Perry Oaks, which had served London's wastewater needs since 1936, needed to be relocated to make way for the expansion of Heathrow Airport and the construction of Terminal 5. A new sludge processing facility was built at Iver South to continue serving the 1.8 million population while the Perry Oaks site was decommissioned. Extensive infrastructure upgrades were required including new sludge pumping mains, storage tanks, dewatering centrifuges, and covered areas for sludge cake storage at the new Iver South site. The relocation was a complex project completed on schedule by 2005 through collaboration between Thames Water and construction partners.
The thames barrier is a unique flood control structure on the river thames at...MalClark
The Thames Barrier protects London from tidal flooding. It is located on the River Thames and consists of 10 movable gates that can close within minutes. The barrier was built after devastating flooding in 1953 and became operational in 1982, costing over £500 million. The Environment Agency is responsible for operating and maintaining the barrier to protect over 1 million people and billions of pounds of infrastructure from flooding.
The Stefanutti Stocks Axsys Joint Venture overcame challenges constructing a submerged concrete cope beam for the Maydon Wharf Reconstruction Project in Durban harbor. They developed a specialized double-skin shuttering system that could seal against the steel pile wall and allow concrete to be cast in dry conditions below the water level. Precise planning and timing of construction with the tides was required. The shuttering system and reinforcements had to withstand dynamic loads from the concrete pour and rising tides. The project team successfully used this shuttering system to cast the cope beam in sections despite the challenges of the marine environment.
3. Page 4 & 5
www.farrans.com
Introduction
Farrans is a building and civil engineering
contractor operating throughout the UK,
Ireland and numerous European locations.
We are part of the Northstone group of
companies which in turn is wholly owned
by the multi-national building materials
group, CRH plc.
Operating from our Belfast headquarters
and regional bases in Dublin, Edinburgh,
Manchester, Cambridgeshire and London,
the Farrans business is structured into
two primary divisions: Building and
Civil Engineering. The sectors we have
developed within these core divisions
range from education, healthcare,
emergency services and community
projects to regeneration, investment,
residential and transportation. We have
also made significant progress in the
marine, pipelines, renewables, water
and wastewater sectors, as well as
undertaking a number of frameworks in
recent years.
Farrans strive to develop excellence in all
sectors of our business and continually
better the levels of service we deliver
to our customers. At the heart of this
approach is a genuine recognition
of our wider social responsibility.
We acknowledge that we share our
workplace with communities and the
natural environment; therefore it is vital
that sustainable business practices are
implemented across all areas of operation.
At Farrans, our financial strength and
technical expertise is complemented by
a commitment to the values of Health &
Safety, Quality and the Environment. In
accordance with this, our ISO-accredited
management systems are all developed in
line with industry best practice.
Marine
Portfolio
4. Page 6 & 7
D1 Belfast
Harbour
The D1 project at Belfast Harbour,
the UK’s first purpose-built offshore
wind logistics facility, involved the
construction of a new 500m quay wall
structure and a deep water berth.
The quay wall was constructed over
both land and water, utilising 32m
long, 1.6m diameter tubular piles in
combination with 22m long PU22 sheet
piles. The combi-wall was tied back
to a reinforced concrete anchor beam,
supported on 367 raking tubes. These
tubes were 30m long and 760mm
diameter and were anchored to the
rock. A total of 30,000m³ of concrete
was used during the construction of the
relieving slab which is supported on
780 CFA piles of diameter 750mm.
Works also included the dredging of
600,000m³ of material for the new deep
water berth and approaches and its
disposal at sea. An additional 20,000m³
of contaminated dredged material
was treated on site prior to disposal.
Approximately 150,000T of rock armour
was placed beside the quay wall as
protection for the seabed.
The contract also entailed the
development of 50 acres of hinterland.
A total of 900,000m² of geotextile and
1,000,000T of aggregate was used in the
construction of 200,000m² of heavy duty
unbound pavement for the hinterland.
General services were also installed to
supply the future renewables hub. The
D1 project - the largest ever undertaken
in the 400 year history of Belfast
Harbour – was completed in just over
one year.
Client
Belfast Harbour
Commissioners
Value
£51.5 Million
www.farrans.com
Marine
Portfolio
5. www.farrans.com
Page 8 & 9
Passage
Seaforth
Client
Mersey Docks and
Harbour Co. Ltd
Value
£11 Million
The existing Seaforth Passage gives
access for cargo and ferry vessels into
the Royal Seaforth Dock within the Port
of Liverpool. Due to a proposed increase
in the size of vessel using the port, it
has become necessary to widen the
passage by approximately 20m.
The dock structure was built in the
1970s and comprises reinforced
concrete diaphragm walls approximately
38m apart and 100m long. These
walls house steel sector gates which
were designed to close the passage
between Gladstone and Royal Seaforth
docks. Extending underneath the
passage, there is a 3m diameter siphon
connecting the Liverpool storm drainage
system with an existing outfall. There
are also link ducts containing the HV,
LV, communications and water supplies
essential for the operation for the port.
The widening project included
installation of a new piled quay wall
behind the existing western diaphragm
wall. The new quay was a combi wall
with sheet pile infills tied to a sheetpile
anchor wall. A permanent cofferdam
now provides access to the existing
siphon for its extension beyond the line
of the combi wall. A new, prefabricated
steel 1m diameter U-Tube extends
between service culverts on the eastern
and western sides, diverting the
existing services around the works area.
Floating plant was used to demolish
the western diaphragm wall and the
420T western sector gate. The gate was
then cut into sections using explosives
placed by divers and lifted to shore for
recycling.
All works were completed whilst
maintaining shipping through the
passage.
Marine
Portfolio
6. Client
EDF Energy Nuclear
Generation Ltd
Value
£2.6 Million
Farrans was contracted by EDF Energy
Nuclear Generation Ltd to carry out
repairs to the cooling water outfall
structure of Heysham No.1 at the
licensed nuclear site at Heysham.
The cooling water is discharged from
the cooling water culvert into a channel
predominantly formed by two parallel
rows of frodingham steel sheet piles
which run westwards to the deep water
channel.
Generally, the condition of the structure
had continued to deteriorate due to
corrosion – as would be expected for a
steel structure in a marine environment.
In numerous locations, there were
areas of suspected Microbially Induced
Corrosion (MIC) which had led to
significantly higher corrosion rates.
During 2008 and 2012, a significant
number of the sheet piles failed above
berm level, in addition to the formation
of less significant holes and leaks.
The repairs which Farrans undertook
involved the installation of replacement
sheet piles along sections of the
structure which were failing. New piles
were landed next to the existing piles to
form a “box”. These were subsequently
bolted together and sealed using
concrete. The piles were driven into
place from a jack-up barge and, in order
to maximise productivity, works were
being carried out 24 hours a day. The
project was completed on budget, to
programme and the satisfaction of EDF
Energy Nuclear Generation Ltd.
Page 10 & 11
www.farrans.com
Heysham Cooling
Water Outfall
Marine
Portfolio
7. www.farrans.com
Granton
Harbour Wall
The Granton Harbour Wall
development was part of a multi-site
regeneration of some of Edinburgh’s
industrial heartland. The Harbour
Wall was one of a number of projects
successfully carried out by Farrans as
part of the long-running multi-agency
scheme.
The new wall was required to reclaim
a new development footprint from the
existing sheltered anchorage for small
boats at Granton Harbour.
At 200m long, the quay wall was
constructed of new sheet piles
shipped directly to the site, handled
and installed from the Farrans’ barge,
the “Claude Monique”. The front
wall is anchored by tie rods to a new
anchor wall.
As part of our bulk earthworks
exercise, we worked with our Client to
identify local fill sources and test the
material, ensuring its viability for use
as marine structural fill.
Page 12 & 13
Marine
Portfolio Client
Forth Ports
Value
£2.4 Million
8. The Montrose Port Authority Deep
Water Berth Project involved the
redevelopment of the berthing and
cargo handling areas at the South
Quay. It included the removal of the
existing collapsed quay wall and
reconstruction of 230m of heavy duty
combi wall and service bases for the
offshore oil and gas industry.
The existing quay walls at Berths 16
and 17 had collapsed and the contract
required their removal from the seabed
prior to the installation of the new
quay wall. We used underwater drilling
and blasting techniques to remove
the collapsed sections before building
the new quay wall as a combi-wall
structure. The concrete deck was
strengthened by a matrix of hard
driven concrete piles within an area
specifically designated for heavy lift
purposes.
Utilities and bunkers on the quayside
were also constructed and included
water, gas, oil and lighting. To provide
a facility for deep draft vessels, a total
of 27,000m³ of material was dredged
from the berth. The dredged material
included estuarine alluvium and
boulder clay deposits and was safely
transported to a licensed disposal site
at sea.
www.farrans.com
Montrose Deep
Water Berth
Page 14 & 15
Marine
Portfolio Client
Montrose Port Authority
Value
£8 Million
9. Page 16 & 17
www.farrans.com
Pointhouse
Quay
Situated at the mouth of the River
Kelvin, Pointhouse Quay was part of
Glasgow’s Masterplan to rejuvenate
the dockland area. The quay is
now the site of the new Transport
Museum for Scotland, as well as the
permanent berth for the Tall Ship
‘Glenlee’.
Works involved installing a steel
piled combi-wall anchored back to
anchor blocks. Working from land,
we installed 106 tubular piles at a
raking angle. These supported the
anchor blocks which were then
secured by a rock anchor and drilled
concentrically down the raked pile.
The anchor block was then securely
fastened to the rock, some 30m
below the surface.
Due to the size of the tubes on the
combi-wall, the support formwork
for the cope needed to be specially
designed. The support mechanism
was manufactured by welders and
tested within our plant yard in
Belfast. This system proved to be
very effective and when stripped,
could be used repeatedly for cope
construction.
Marine
Portfolio Client
Glasgow City Council
Value
£6 Million
10. Page 18 & 19
Montrose Berth
6 Renewal
www.farrans.com
Client
Montrose Port Authority
Value
£5.7 Million
This project involved the design and
construction of a new quay structure
at Berth 6, Montrose Port, to upgrade
the existing berth. In order to ensure
the existing quay was fully operational
during the course of the project, the
works were designed to be carried out
in two phases.
A 180m long combi wall was
constructed at the front face of the quay,
utilising tubular and sheet piles. The
tubular piles were a combination of
1.2m and 1.4m diameter piles, 29m in
length, with AZ18 sheet pile infills. The
front wall was connected to a sheet piled
anchor wall, 180m long, using tie rods.
The quay deck structure covers an
area of 4800m2
. The slab structure
is supported on precast piles and
incorporates heavy lift areas. A new
drainage system was installed on the
quay, including a drainage channel,
manholes and outfalls for surface water
drainage.
In order to facilitate the service
requirements for the new quay structure,
we provided a service trench, with
special access covers and ducting. The
contract also included the installation
of new quay furniture including ladders,
fenders, bollards, etc.
In addition to these works, 8000m3
of
material was dredged from the channel
in front of the quay to deepen the
berthing pocket.
Marine
Portfolio
11. The Warrenpoint Harbour
Development project responded
to the need to deepen the existing
main berthing facility at Warrenpoint
Harbour which is situated on the
mouth of the Newry River.
As part of this design and build
appointment, we installed 320m of
combination piled wall along berths
4 and 5. This deepened the harbour
area by 2m, allowing large vessels to
use the dock facilities.
The final work on this scheme
included the construction of a new
110m long rock bund breakwater
which runs from the existing custom
house quay.
The electrical services and water
supply on the quayside were
also upgraded, along with the
replacement of all the quay furniture.
Warrenpoint
Harbour
Development
www.farrans.com
Page 20 & 21
Marine
Portfolio Client
Warrenpoint Harbour
Authorities
Value
£6.8 Million
12. www.farrans.com
Page 22 & 23
Farrans
Contacts
Marine
Portfolio
www.farrans.com e.mail:Construct@farrans.com
Head Office
Belfast
99 Kingsway
Dunmurry
Belfast
BT17 9NU
Telephone:
+44 (0) 28 9055 1300
Dublin
Rosemount Business Park
Ballycoolin
Blanchardstown
Dublin 11
Telephone:
+353 (1) 793 0800
Edinburgh
Oakbank
Mid Calder
Livingston
West Lothian
EH53 0JS
Telephone:
+44 (0) 150 688 2588
Manchester
Lowry House
17 Marble Street
Manchester
M2 3AW
Telephone:
+44 (0) 161 661 4570
Cambridgeshire
New Cambridge House
Bassingbourn Road
Litlington, Royston
Cambridgeshire
SG8 0SS
Telephone:
+44 (0) 1763 850 600
London
Lenta Business Centre
180/186 King’s Cross Road
London
WC1X 9DE
Telephone:
+44 (0) 20 7689 1600
Romania
18-18A Vulturilor Street
Ground Floor, Sector 3
Bucharest
Romania
030855
Telephone:
+40 (0) 31 425 1600
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