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A160 Port of Immingham Improvement Scheme Feb 2017 Craig Snow Costain Contract Lead Richard Pickup - Jacobs Engineering Manager Tiago Magalhaes Jacobs Geotech Site Representative

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Page 1: A160 Port of Immingham Improvement Scheme · Man-hours worked Full project to date without a reportable accident SAFE WORKING . Health and Safety ... 3D 6D 4D • 3D/4D Sequencing

A160 Port of Immingham Improvement Scheme

Feb 2017

Craig Snow – Costain Contract Lead

Richard Pickup - Jacobs Engineering Manager

Tiago Magalhaes – Jacobs Geotech Site Representative

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Introduction to A160

• Project Overview

• Health and Safety

• Project Delivery

• Community and Society

• BIM

• Engineering Challenge

• Geotechnical Challenges

• Possession activities

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PROJECT OVERVIEW

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Project Overview

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HEALTH AND

SAFETY

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1,200,000 Man-hours worked

Full project to date

without a reportable accident

SAFE WORKING

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PROJECT DELIVERY

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Statutory planning process

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• A160 Accelerated Delivery

• Input • Prep Application

• Legal Notices

• Stats and Stakeholders

• Represent at the Hearing

Planning Act 2008

Nationally

Significant

Infrastructure

Project

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COMMUNITY

AND SOCIETY

IMPACT

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Community and Society

• Deep water Estuary –Land

Development

• STEM

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Community and Society

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BIM

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Technology – Early Adopter BIM

14

3D

6D

4D

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• 3D/4D Sequencing and

Phasing

Aerial Solutions – Digital Survey

Embrace Technology

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Technology – Early Adopter BIM

FME – Feature Manipulation Engine

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Interactive Stats Drawing

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4D Animation – Bridge Slide

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Longer Duration Planning

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4D Animation – Cofferdam Construction

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ENGINEERING

CHALLENGE

BRIDGE SLIDE

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Bridge Slide

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Bridge Slide

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Bridge Slide

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Strand Jacks

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Catenary bridge

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Possession Planning

• Temp Works

• Staff planning

• Works Package Plans

• RAMS

• ITP’s

• Detail Planning

• Logistics

• QSRA

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Staff Planning

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Video 1 – Bridge Construction

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GEOTECHNICAL

CHALLENGE

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Ground Conditions

• Glacial Till

• Potential for granular lenses

• High groundwater level

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Ground Conditions Encountered – Soft Spots

• Soft Spots – 5m x 4m and

10m x 3m

• Groundwater at formation

level

• Excavate and replace with

Class 6N Fill

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Ground Conditions Encountered – Instability of Excavation

• Collapse of Excavation

Slopes

• Bulk Fill – Telecomms Mast

• Removal of loose material

and Class 6N backfill

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Ground Conditions Encountered - Mitigation

• Monitoring Regime

• 12No. Monitoring targets on bridge structure

• 12No. Monitoring points on Backfill

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POSSESSION

ACTIVITIES

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Lifting Rails

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Excavation

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Kingpost Wall Removal

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Kingpost Wall Removal

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Installation of Nosings & Final Trim

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Jacking Operation

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Strand Jacks

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Checking Alignment

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Backfill

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Backfill

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Track Replacement

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Tamping the Ballast

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Welding

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GO PRO

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THANK YOU