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Civil Infrastructure

Luas Cross City extension, Geospatial management | Murphy Geospatial

March 3, 2021/in Civil Infrastructure

Project Title: 

Luas Cross City extension, Geospatial management | Murphy Geospatial

Location:

Dublin City

Client: 

Sisk Steconfer JV

Business Sectors: 

Civil Infrastructure

Services (Technical Disciplines):

  • Survey
  • Engineering
  • Geospatial Data Collection

Project Objectives/ Outcomes:

This critical piece of urban infrastructure links up two existing light rail corridors in Dublin city centre comprising of 5.9km of new track, 13 new stops and associated works. Murphy Geospatial were the Geospatial Managers for the entire project working in partnership with the Sisk Steconfer JV. Geospatial certainty throughout the life cycle of the project, managed reliably by an experienced Murphy Geospatial team, was a key reason this project was delivered on time and on budget.

Our Role: 

Murphy Geospatial played a critical role in the success of the project, delivering surveying and engineering services during the design and construction phase. Our Head of Digital Construction, Michael Durnin, acted as Chief Surveyor with SS JV and oversaw every aspect of survey and geospatial data collection including establishing the control network, all setting out works, deformation monitoring and subsurface mapping.

Early engagement and collaboration during the pre-construction phase was the key to success. Murphy Geospatial strong and trusted relationship with the Sisk Group over years of working together was also instrumental.

Technical sensor driven solutions were used to automate the data capture process. Compared to more traditional methods this reduced risk, cost and optimised efficiency. Data management workflows were also integrated into the project which increased on-site efficiency and productivity.

Challenges during the project included TII’s construction specifications. 1mm relative change over 1m of track was an extremely tight tolerance for rail construction. 1:60,000 linear accuracy and 5√k for control are both very difficult to achieve in a heavily urbanised environment and in phased construction works.

The specification also included localised variables for paving under tight constraints where real-time decisions against design were made by the setting out teams.

Despite facing tight constraints and the challenges of such a large and complex site, the survey works were completed to a high standard in line with the specification.

Key Construction Statistics

  • Total single line track: 13.4km
  • Total weight of the tracks: 1,520 tonnes
  • On street, concrete track bed and shoulders poured: 13,600m3
  • Total ducting and pipes under the surface: 178,000m
  • Projected total man hours to complete SSJV works: 3 million hours

Geoscience Ireland Contact:

Dave Graham (dgraham@murphygs.ie)

https://www.geoscience.ie/wp-content/uploads/2021/03/muphy-geospatial-luas-extension.jpg 651 1231 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12021-03-03 19:09:042021-03-03 19:09:04Luas Cross City extension, Geospatial management | Murphy Geospatial

Bridgwater Tidal Barrier Phase 2 Ground Investigation | Causeway Geotech Ltd

February 24, 2021/in Civil Infrastructure, Water Resources

Project Title: 

Bridgwater Tidal Barrier Phase 2 Ground Investigation | Causeway Geotech Ltd

Date:

September to December 2019

Location:

Bridgwater, Somerset, England

Client: 

The Environment Agency / BAM Nuttall

Business Sectors: 

Environment (Flood Defence)

Services (Technical Disciplines):

The completion of land and overwater ground investigation works, including cable percussion boring, rotary drilling, static cone penetration tests and trial pitting. Overwater works were completed off a jack-up barge, with a series of temporary floating walkways installed from the riverbank to allow access and egress to the working platform at all states of the tide.

Project Objectives/ Outcomes:

Causeway Geotech were appointed by BAM Nuttall Ltd on behalf of the Environment Agency to carry out land and overwater ground investigation works for provision of geotechnical and environmental information to characterise ground conditions at the site of the proposed Bridgwater Tidal Barrier for input to the design and construction phase.

The success of this project relied heavily on good communication between all parties; works carried out under the supervision of a full time Site Agent and two designated Site Engineers (1 land and 1 marine) from Causeway Geotech.

The River Parrett feeds the Bristol Channel and has the second highest tidal range in Europe; bespoke access solutions were required to ensure overwater works could continue uninhibited.

The contract was completed on time and on budget to the satisfaction of all involved stakeholders.  The construction phase is due to commence in Q3 2022 following public consultation.

Our Role: 

This was an Early Contractor Involvement (ECI) where the Principal Contractor (BAM Nuttall Ltd) appointed Causeway Geotech on behalf of their Client (Environment Agency) with the scheme Designer (Jacobs UK) acting as Investigation Supervisor.

The scope of works included:

  • 4 overwater boreholes by cable percussion boring and Geobor S wireline follow-on coring
  • 4 overwater Cone Penetration Tests
  • Overwater works conducted off a C5 jack-up barge
  • 12 land-based boreholes by a combination of cable percussion boring and Geobor S wireline coring
  • 14 boreholes by dynamic sampling methods
  • 29 land-based Cone Penetration Tests
  • In-situ testing including packer tests, HPD tests, borehole permeability tests and indirect CBRs by DCP
  • 40 trial pits by mechanical excavator
  • Factual ground investigation report.

Geoscience Ireland Contact:

Darren O’Mahony (Darren.omahony@causewaygeotech.com)

https://www.geoscience.ie/wp-content/uploads/2021/02/causeway-geotech-jack-up-barge.jpg 1125 1500 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12021-02-24 13:26:212021-02-24 14:19:07Bridgwater Tidal Barrier Phase 2 Ground Investigation | Causeway Geotech Ltd

A14 Cambridge to Huntingdon Improvement Scheme | Causeway Geotech

February 10, 2021/in Civil Infrastructure

Project Title: 

A14 Cambridge to Huntingdon Improvement Scheme | Causeway Geotech

Date:

May to November 2016; additional supplementary phases completed in 2017, 2018, 2019 and 2020

Location:

Cambridge, England

Client: 

A14 Integrated Delivery Team (Balfour Beatty / Costain / Skanska JV)

Business Sectors: 

Civil Infrastructure

Services (Technical Disciplines):

Ground investigation / Geotechnical and Geoenvironmental Engineering

Project Objectives/ Outcomes:

Causeway Geotech were appointed by A14IDT to carry out the Ground Investigation for the proposed bypass road between Huntingdon and Cambridge. The scheme covers a total of 35km and the investigation was scoped to provide assessment of geo-environmental conditions to assist the design and construction of the highway and associated structures.

The investigation was successfully completed under the supervision of a Chartered Engineer and five Site Engineers from Causeway Geotech working closely with the Client’s Representative and Client alike.

Our Role: 

Causeway Geotech acted as the main ground investigation contractor for the scheme.

The scope of works included:

  • 158 Cable Percussion boreholes to a maximum depth of 20m
  • 83 Rotary cored holes using Geobor-S techniques to a maximum depth of 55m
  • 43 Dynamic sampling boreholes to a maximum depth of 10m
  • 3 Light Percussion boreholes with rotary follow on utilising a slope climbing rig to a maximum depth of 25m
  • Static Cone Penetration Testing (CPTs) at 4 locations
  • 87 Trial pits with a mechanical excavator to 4.5m depth.
  • Insitu testing including SPTs, Dynamic Cone Penetrometer, Plate Loading Tests
  • Monitoring installations including standpipes, gas monitor wells, piezometers and triple vibrating wire piezometers (VWPs) which were installed using cement bentonite grout.
  • Site monitoring of water levels and gas concentrations, PID headspace readings, interface probe readings and VWP downloads.
  • Specialist surveys including Laser Induced Fluoresence (LIF) and sampling for suspected anthrax.

The works were carried out across a variety of terrain including agricultural land, parkland, river banks, existing structures, carparks, existing road verges and carriageways under control of Traffic Management on day and night shift.

Geoscience Ireland Contact:

Darren O’Mahony (Darren.omahony@causewaygeotech.com)

https://www.geoscience.ie/wp-content/uploads/2021/02/causeway-geotech-rotary-drilling.jpg 1202 1202 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12021-02-10 17:24:592021-02-17 12:11:57A14 Cambridge to Huntingdon Improvement Scheme | Causeway Geotech

Ras Tanura Port Upgrade | ByrneLooby

February 10, 2021/in Civil Infrastructure, Water Resources

Project Title: 

Ras Tanura Port Upgrade | ByrneLooby

Location:

Saudi Arabia

Client: 

HUTA

Business Sectors: 

Civil Infrastructure/ Water Resources

Services (Technical Disciplines):

Design

Project Objectives/ Outcomes:

ByrneLooby are a market leader in marine engineering and expertise and brought these capabilities to this project in Saudi Arabia. The primary objective of the Ras Tanura Port Upgrade is to improve the safe turnaround time of the vessels loading/offloading, to accommodate for the rapid expansion of offshore oil and gas operations in the Arabian Gulf. The forecast from the Drilling & Workover Departments indicated that the number of offshore drilling rigs will result in an increase in the support vessels in 2019 and beyond. ByrneLooby worked in collaboration with Wood Group in the delivery of the detailed design for HUTA who were the appointed LSTK contractor.

Our Role: 

The upgrade of the West Pier had a capital cost of $50m for the upgrade of the existing quay wall. The length of the upgraded wall is approximately 700 meters long. In addition, one alongside type berth will be constructed for wet docking maintenance, and a ramp will be constructed for deploying pollution equipment and small boats from onshore to offshore. This project will increase the 2,500 Tons Maximum Displacement Weight (MDW) capacity of the existing quay wall to 4,500 Tons MDW.

The primary objective of the project design is to improve the turnaround time of the vessels loading/offloading and improve the safe operation of the marine fleet, in compliance with ARAMCO requirements. ByrneLooby / Wood Group successfully achieved this.

Geoscience Ireland Contact:

Steve Gregan (SGregan@ByrneLooby.com)

https://www.geoscience.ie/wp-content/uploads/2021/02/bl-ras-tanura-port-saudi-arabia.jpg 345 538 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12021-02-10 17:02:322021-02-10 17:02:32Ras Tanura Port Upgrade | ByrneLooby

Eccles Heath Structure Survey | Murphy Geospatial

February 3, 2021/in Civil Infrastructure

Project Title: 

Eccles Heath Structure Survey | Murphy Geospatial

Location:

United Kingdom

Client: 

J. Murphy and Sons

Business Sectors: 

Civil Infrastructure

Services (Technical Disciplines):

  • Digital Construction
  • Rail Surveys
  • Topographical Surveys

Project Objectives/ Outcomes:

Eccles Heath Bridge (ETN 1613) is a three-span overbridge (7.5T) carrying a single lane road over the up and down lines of ETN Ely to Norwich (non-electrified route). Following an incident in December 2017, where a vehicle collided with the existing parapets, the bridge has been closed to road traffic. Installation of new compliant parapets was not feasible, thus, full superstructure replacement was required The initial works were to carry out a track alignment and road survey for the bridge. This was subsequently extended to include a topographical survey of an adjacent field to be used as a site compound. Finally, we were commissioned to locate and mark the location of buried services within the field in order to facilitate the planning of heavy lifting works.

Our Role: 

Murphy Geospatial have a long experience working in the rail environment and are fully conversant in Network Rail Standards and Procedures.  The brief for these works was governed by strict adherence to these requirements, together with the requirement to complete the survey within the restricted time access available.  A team of rail survey specialists in topographical surveys, laser scanning and sub-surface utility surveyors, together with our 3D modellers was designated to this project.

Process

Whilst the Network Rail standards are clearly defined, we worked closely with the client to determine the exact deliverables and the most practical and cost-efficient format.

Given the restrictions on access it was important to plan the right blend of experienced personnel with the latest equipment sufficient to complete the works with contingency available to allow for possible delays.

The works were executed according to plan; The following items were issued:

Detailed survey report to NR/L2/TRK/3100 standard to include witness diagrams, schedule of control, traverse and level diagrams and accuracy obtained.
Digital data a) Registered point cloud data in scanworld, combined and unified database outputs (*.IMP files), and *.POD files. b) 3D Wire frame model (Microstation .dgn) – topographical data extraction from point cloud including utilities tracing and plotting in 3D.

Initial expectations were met and the client subsequently commissioned further works on the project.

Geoscience Ireland Contact:

Dave Graham (dgraham@murphysurveys.ie)

https://www.geoscience.ie/wp-content/uploads/2021/02/murphy-eccles.jpg 317 794 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12021-02-03 19:40:322021-02-03 19:40:32Eccles Heath Structure Survey | Murphy Geospatial

Al Naseem Development | ByrneLooby

January 27, 2021/in Civil Infrastructure, Water Resources

Project Title: 

Al Naseem Development | ByrneLooby

Location:

Diyar Al Muharraq, Bahrain

Client: 

Stantec / MSCEB

Business Sectors: 

Civil Infrastructure & Water Resources

Services (Technical Disciplines):

  • Marine Engineering
  • Numerical Modelling
  • Construction Supervision

Project Objectives/ Outcomes:

Al Naseem is a mixed-use water front development within the master planned Diyar Al Muharraq community in Bahrain. This unique development is envisaged as a premier marine lifestyle development with villas and apartments overlooking outer and inner canals. Other components of the project include amenities like Retail, Promenade, Marina Yacht Club and a Boutique Hotel along with a seafront view.

ByrneLooby were tasked with providing technical inputs in the development of the masterplan, design of the internal canals, lock gate and water recirculation system. The canals were designed as a hybrid wall which included using precast concrete blocks placed on a rubble mound. The hybrid wall was proposed as a smart solution to optimise the plot size whilst ensuring safe navigation and adjacent berthing.

Our Role: 

Infrastructure Consultants Stantec Khonji appointed ByrneLooby to develop the masterplan and provide marine services and MSCEB was assigned as Lead Architect. ByrneLooby provided the following marine services:

  • Masterplan development
  • Canal edge projection design
  • Numerical modelling studies
  • Concept marina and artificial beach design layouts
  • Navigation and dredging assessments
  • Lock gate and water recirculation system concept design

ByrneLooby has also been appointed to provide supervision for the construction of various marine and civil packages, including the inner canal, lock gates, pump stations, dredging and reclamation, and outer edge protection construction. ByrneLooby will also oversee the installation of the internal and external mooring structures.

Geoscience Ireland Contact:

Steve Gregan (SGregan@ByrneLooby.com)

https://www.geoscience.ie/wp-content/uploads/2021/01/bl-al-nasseem.jpg 773 1500 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12021-01-27 11:31:022021-01-28 17:46:17Al Naseem Development | ByrneLooby

Innovative Concrete to Achieve Special Finish | Roadstone

January 11, 2021/in Civil Infrastructure

Project Title: 

Innovative Concrete to Achieve Special Finish | Roadstone

Location:

Dublin

Client: 

Dublin City University

Business Sectors: 

Civil Infrastructure

Services (Technical Disciplines):

Design of architectural concrete mix.

Project Objectives/ Outcomes:

Opened in late 2018 the open auditorium of DCU’s “U” Building forms the center piece of this state-of-the-art student facility. The design of the auditorium required that all primary structural elements be exposed with a ‘special finish’ to EN 13670:2009 Execution of concrete structures specified for the concrete elements. This special finish placed numerous requirements on the concrete beyond what would be typically expected including: 

  • A light colour 
  • Consistency of colour 
  • Minimal blemishes 
  • “DCU SU” embossed lettering 

To aid in achieving uniformity of colour and finish Roadstone tested the consistency of each load of concrete prior to dispatch to site and maintained close communication with site engineers for the duration of the project.  

Completed in separate pours over a six-month period, over 20 loads of architectural concrete were supplied to DCU Hub. As well as meeting the demands of an architectural finish the concrete also met structural and durability requirements. 

Our Role: 

An architectural concrete was required to achieve the special finish and the specific design team requirements for the concrete used in the central auditorium.  

The design of the architectural concrete mix required a slightly different approach to that of conventional concrete mixes, with particular attention placed on the mix proportions of the cements and aggregates. A relatively high cement content was required with the proportion of sand in the mix not being twice that of the cement content.

In addition, a single sized 20mm coarse aggregate was used. Designing the mix in this manner resulted in a gap graded mix and allowed for the finer materials in the mix to migrate to the formwork surface following placement and compaction, producing a high-quality finish with minimal blemishes. 

Sample panels were poured to assess the performance of the architectural concrete mix and the workmanship required to achieve a high-quality finish prior to pours commencing. This allowed for an assessment of a variety of criteria and their impact on the quality of the concrete finish. 

This aided the concrete contractor, site engineers and Roadstone concrete technologists in understanding the impact of workmanship and the concrete mix on the concrete finish. The criteria included: 

  • Type of formwork 
  • Grout-tight formwork joints 
  • The release agent and its application 
  • The method and rate of placement of the concrete 
  • The suitability and consistency of the concrete mix 
  • The compaction plan 
  • The most suitable time at which to strike the formwork

Geoscience Ireland Contact:

Diarmuid McCarty (dmccarty@roadstone.ie)

https://www.geoscience.ie/wp-content/uploads/2021/01/roadstone-dcu.jpg 619 927 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12021-01-11 14:42:162021-01-11 14:42:16Innovative Concrete to Achieve Special Finish | Roadstone

Cross Tay Link Road | Rubicon Heritage

December 14, 2020/in Civil Infrastructure

Project Title: 

Cross Tay Link Road | Rubicon Heritage

Location:

Perth, Scotland

Date: 

2019

Client: 

Perth and Kinross Council

Business Sectors: 

Civil Infrastructure

Services (Technical Disciplines):

Archaeological evaluation of the proposed route of the new road including the excavation of machine dug trenches and hand dug test pits and geophysical survey. The Cross Tay Link Road will link the A93, A94 and A9 by way of dual carriageway realignment, a grade separation junction and a new bridge crossing the River Tay and adjacent Railway.

Project Objectives/ Outcomes:

The objective of the project was to determine the presence, extent and significance of any known or unknown archaeology with the footprint of the proposed road scheme.

A total of 476 trial trenches were excavated along the route of the proposed scheme, each measuring 25m by 2m. This confirmed the presence of a probable Iron Age multivallate hillfort with an internal souterrain and a small number of additional finds of Bronze Age and Iron Age archaeology. This provided sufficient information to allow a mitigation strategy to be development in advance of any road construction in order to manage archaeological risk.

In addition, geophysical survey and hand dug test pitting was undertaken within the site of Bertha Roman Fort, a Scheduled Ancient Monument. This confirmed the extent of the archaeology and also the depth of topsoil. This information was required to assist with the design of temporary access routes necessary during construction.

Our Role: 

  • Health and Safety Management
  • Traffic management
  • Landowner liaison
  • Liaison with statutory and local authorities
  • Archaeological compliance
  • Environmental management
  • Supply of an ecological clerk of works
  • Aerial survey of the route
  • Supply of plant and welfare facilities along the route
  • Topographic survey
  • Archaeological excavation and recording of trenches
  • Geophysical survey
  • Post-fieldwork analysis
  • Preparation of the technical report

Geoscience Ireland Contact:

Colm Moloney (colm.moloney@rubiconheritage.com)

https://www.geoscience.ie/wp-content/uploads/2020/12/rubicon-tay-link-road-scotland.jpg 1125 1500 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12020-12-14 18:26:072020-12-14 18:26:07Cross Tay Link Road | Rubicon Heritage

Chetwynd Reservoir Internal Inspection | Murphy Geospatial

October 27, 2020/in Civil Infrastructure, Water Resources

Project Title:

Chetwynd Reservoir Internal Inspection | Murphy Geospatial

Location:

Cork, Ireland

Client: 

Malachy Walsh & Partners / Irish Water

Business Sectors: 

Civil Infrastructure / Water Resources

Services (Technical Disciplines):

Upon receipt of an initial enquiry regarding the ability to obtain UAV captured images of the internal concrete wall of the reservoir, we gained an understanding of what Malachy Walsh & Partners required. Due to difficulties in ensuring reliable communications with a UAV, Murphy Geospatial suggested an alternative approach which was accepted by our client.

Upon award of the contract, Murphy Geospatial coordinated with multiple stakeholders to ensure all necessary preparations were made. The reservoir was emptied for the purposes of the inspection and any necessary repair, so the inspection needed to be carried out within a certain window of opportunity.

A two-man team was used to carry out the survey. With all appropriate PPE, including rope access harness and confined space kits, our inspectors used a 10 m telescopic pole in 3 radial bands around the internal wall of the reservoir at increasing heights. The pole had high-intensity LED lights to illuminate the wall and a high-definition HDR camera which could be remotely operated from the ground. A preview of the image was visible to the inspectors to ensure high quality results and avoid blurred images etc. before moving to the next section.

Project Objectives/ Outcomes: 

Murphy Geospatial delivered a set of high-quality photographs enabling an appropriate engineering assessment to be carried out.

Our client was able to proceed with their engineering assessment with confidence. Our combined efforts, along with other project stakeholders, partly ensures that residents of Cork City will have a secure water supply for years to come.

Our Role:

Murphy Geospatial was approached by Malachy Walsh & Partners to assist with the structural inspection of a key part of the water supply infrastructure in Cork City. High-quality visual inspection data was required to identify any defects in the post-tensioned concrete Chetwynd water reservoir structure, south of the city. The internal space was classified as confined space working, perfectly suited to our specialist inspection skills. Murphy Geospatial proposed a bespoke solution to capture the data required, fixing remotely operated high-definition cameras and LED lights to a telescopic pole.

Geoscience Ireland Contact:

David Graham (dgraham@murphysurveys.ie)

https://www.geoscience.ie/wp-content/uploads/2020/10/murphy-geospatial-internal-inspection-chetwyn-reservoir.jpg 631 1221 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12020-10-27 21:15:552020-10-27 21:17:15Chetwynd Reservoir Internal Inspection | Murphy Geospatial

Cliffs of Moher Coach Park Reception Building | Roadstone

September 30, 2020/in Civil Infrastructure

Project Title:

Cliffs of Moher Coach Park Reception Building | Roadstone

Date:

2018

Location:

Co. Clare, Ireland

Client: 

The Cliffs of Moher Visitor Centre

Business Sectors: 

Civil Infrastructure

Services (Technical Disciplines):

Design and manufacture of architectural grade concrete.

Project Objectives/ Outcomes: 

The Cliffs of Moher visitor centre in Co. Clare developed a new Coach Park Reception Building in 2018.

The construction of the building required a number of concrete mix designs which were both functional and visually appealing.

Architectural grade concrete was specified throughout the interior and exterior of the building including floors, walls and ceilings. The designers for this project specified a fair faced concrete finish to negate the requirement for any painting, cladding or finishing materials to be applied to the surface.  A variety of finishes were required including polished concrete and exposed aggregate, according to the location within the building.

Our Role:

Roadstone designed and manufactured an architectural grade concrete suitable for use as a finished product, whilst also ensuring consistency of finish could be achieved.

In order to do so the proportions of all materials were carefully processed and mixed to ensure designed ratios were achieved

All constituent materials were closely monitored to guarantee consistency throughout the project resulting in a consistent concrete colour and finish.

Geoscience Ireland Contact:

Dermot McCarty (dmccarty@roadstone.ie)

https://www.geoscience.ie/wp-content/uploads/2020/09/roadstone-cliffs-of-moher.jpg 582 879 GSI Editor 1 https://www.geoscience.ie/wp-content/themes/master/images/geoscience-logo-v1.png GSI Editor 12020-09-30 14:37:022020-10-07 14:34:21Cliffs of Moher Coach Park Reception Building | Roadstone
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