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mike jamieson, Railway bridge assessment consultant

mike jamieson

Railway bridge assessment consultant·Opus international

United Kingdom

Bachelor's degree, Engineering

Work experience

Total years of experience: 46 years, 5 months

Railway bridge assessment consultant

August 2014 - May 2016

Opus international

Manchester, United Kingdom

August 2014 - May 2016

Railway bridge assessment consultant
Company industry:
Business Consultancy Services
Job role:
Consulting

Rail assessment Structural consultant

January 1970 - August 2014

NETWORK RAIL ASSESSMENT DIVISION Frederick Rd

United Kingdom

January 1970 - August 2014

Client/Duties/Experience In Chronological Date Order FROM 1970 Locn Duration
CURRENT EMPLOYMENT RECORD

PELL FRISCHMANN
NETWORK RAIL ASSESSMENT DIVISION Frederick Rd, Birmingham (full time)
June 2013 to May 2014
Company industry:
Civil Engineering
Job role:
Consulting

Railway bridge assessment consultant

August 2012 - April 2013

AMEYRAIL

United Kingdom

August 2012 - April 2013

AMEYRAIL
NETWORK RAIL CEFA CONTRACT The Hub, Birmingham, (part time with Morgan Sindall)
Railway bridge assessment consultant August 2012-April 2013
Undertaking Network Rail structure CEFA bridge assessments nationwide including mainly half-through riveted/welded steel underbridge, overbridge & footbridge detailed CAT1 assessments & CAT1 checking, including the use and checking of proven spreadsheets with assessment report submissions for determining Network Rail standard RA ratings to NR/GN/035 using both BD56 to BS5400-3-1988 & BS5400 -3-2000 to NR/GN/CIV/025
Job role:
Other

Railway bridge assessment consultant

March 2012 - January 2013

MORGAN SINDALL

March 2012 - January 2013

MORGAN SINDALL
NETWORK RAIL REDOUBLING CONTRACT S.WALES (part time with Amey and Morgan Sindall)
StratfordU Avon, Midlands
Railway bridge assessment consultant March 2012- January 2013
Advising on Network Rail Redoubling Contracts North and South Wales Bridge undertaking existing overbridge/ underbridge/ culvert examinations and associated structural capacity assessments for line speed upgrades to NR/GN/CIV/025 and/or bridge replacement detailed designs to NR compliant Eurocodes
Company industry:
Civil Engineering
Job role:
Other

Highways Consultant

April 2012 - July 2012

MOUCHEL

India

April 2012 - July 2012

MOUCHEL
HIGHWAYS AGENCY DIVISION
Sutton Coldfield, Midlands - part time
Highways Consultant April-July 2012 for Highways Agency managed motorway contracts for the M1 - Steel gantries detail design of both pile and spread substructures to Eurocodes with structural assessments of overbridges for hard shoulder running.

AMEYRAIL CEFA CONTRACT Harpurhey, Manchester, (initial full time / later part time with MorganSindall)
Rail Examiner/Reviewer for the Amey Rail CEFA contract with Network Rail
January 2012 - July 2012
Undertaking Network Rail structural examinations leading on to structural assessment of both culverts and at risk underbridges and overbridges within the Midlands ELR's mainly on the West Coast Main Line.
PTS certified to 2014 with BCMI training for Network Rail detailed examinations and auditing

NETWORK RAIL The Mailbox, Birmingham
Consultant for AmeyRail seconded to NetworkRail/ Mailbox Birmingham
July2011-October 2011
Undertaking Network Rail Risk Assessments on the national and in particular the Midlands ELR's for the implementation of the 2012 national quality control programme for prioritising examinations assessments and remedial works of deemed at-risk network rail over and under bridges, culverts, retaining walls and ancillary structures for the Network rail structures database CARRS.


AMEY / HIGHWAYS AGENCY MAC9 The Hub, Birmingham UK
Highway bridges assessment Consultant / Project Engineer
(with own Lusas Software License - maintained on a monthly basis))
Company industry:
Business Consultancy Services
Job role:
Design, Creative, and Arts

July 2009 - December 2010

Bridge Assessment Maintenance

July 2009 - December 2010

Bridge Assessment Maintenance
Mac9 July 2009 up to December2010
1 ½ years + The Midland Links Motorway Network.
EC3, BS5400 Extensive experience using LUSAS Finite Element modelling including Autoloader Linear and some basic Non-Linear modelling on concrete and composite decks.
Detailed assessments and strengthening options using cantilevered steel hanging trusses supporting M6 motorway cross beams and deck spans within midland links network., advising on technical evaluation of existing assessments and ongoing further assessment for M6 motorway River penk.
Detailed structural steel design of temporary motorway deck crossbeam support brackets
Detailed design for Steelwork temporary support trusses and girders for strengthening repair options for various maintenance repair schemes on existing dehabilitated and delaminated concrete bents, abutments and piers throughout
Job role:
Other

Assessment Consultant

January 2009 - December 2009

WSP /COUNTY COUNCIL HIGHWAYS & BRIDGES DEPT

India

January 2009 - December 2009

WSP /COUNTY COUNCIL HIGHWAYS & BRIDGES DEPT,
NORTHAMPTON BOROUGH COUNCIL
Assessment Consultant 2009 part time 6 months
Completed a comprehensive Review study of all outstanding assessments and principal inspections of RC, PC, PS and masonry arch county bridges and culverts within Northamptonshire and managed acquisition of requisite finite element software after undertaking review and evaluation
Job role:
Human Resources and Recruitment

Assessment Consultant/Senior Project Engineer

January 2005 - July 2009

WS ATKINS/Optima HIGHWAYS AGENCY

United Kingdom

January 2005 - July 2009

WS ATKINS/Optima HIGHWAYS AGENCY MAC11, Tamworth, Staffs & Birmingham, UK
Assessment Consultant/Senior Project Engineer
2005 up to end of MAC11 July2009 upto 5 years
Highways Agency Area 11 Maintenance Contract
Bridge Assessment and Maintenance
Management of half joints desktop study and preparation of interim reports in accordance with IAN 53/04 including
BS 5400 preliminary detailed assessments of various insitu rc prestressed and post- tensioned dapped halving joints undertaking
Eurocode 2 sensitivity analysis of reserve and condition factors. Similar study undertaken on sub standard pedestrian parapet post anchorages. Ongoing management of assessment for agreeing Cat2 check to finalise assessment report on M6 motorway overbridge assessment.
Undertook assessment and strengthening repair options for various maintenance repair schemes on existing dehabilitated and delaminated concrete abutments and piers. Developing spreadsheets for BD44, CIRIA, EC2 punching shear assessment comparison for River Penk viaduct M6.
Assessment check utilising Eurocode criteria for enhancing punching shear to obtain a 40 tonne ALL for a BD21 assessment of a motorway bridge deck on the M6. analysis with Lusas14
Managing motorway gantry assessment programme and overseeing graduates and checking assessments of sign gantries for residual loading impact.
Modelling and preliminary assessment of high skew M1 overbridge dehabilitated raking piers from analysis with Staadpro 2007.
Miscellaneous preliminary assessments of deteriorated structures and supervising design of lighting post bases and sign gantries to BD94/07 & BS EN 2007 (EC7)
Job role:
Other

Part time basis October 2007 to June 2008

September 2004 - April 2009

WS ATKINS/Optima HIGHWAYS AGENCY

September 2004 - April 2009

September 2004 - April 2009 (Part time basis October 2007 to June 2008)
BS 5400/BD21 Area 11 motorway bridge assessments for 2003/2004
Job role:
Other

Project engineer/consultant for bridge maintenance and assessment

January 2008 - December 2008

SOLIHULL BOROUGH COUNCIL

India

January 2008 - December 2008

SOLIHULL BOROUGH COUNCIL
HIGHWAYS & BRIDGES DEPARTMENT
2008 part time 6 months
Project engineer/consultant for bridge maintenance and assessment
BD21 etc Solihull/Dudley MBC/Private Design&Build as Principal engineer overseeing graduates on following schemes;
Assessment/PI (AIP and Assessment Reports) of two span prestressed box-section bridge deck over Birmingham airport feeder road, chelmsley wood
Assessment/PI (AIP and Assessment Reports) of two RC box culverts under feeder road, chelmsley wood
Conceptual design of200 metres of contiguous cantilever/anchored bored pile/kingpile/crib retaining wall alternatives for Dudley MBC.conceptual /detail design of various heavy foundations for brownfield site precast factory industrial development for Laing O 'Rourke including 20 metre high water tanks and cement silos.
Assessment based on managing ferroscan/intrusive investigation of 15 metre span prestressed access bridge to MA Centre over the river Rea in Edgbaston.
Assessment check of post tensioned half joints within dehabilitated concrete road bridge for Soliuill MBC
GENERAL BUILDING INDUSTRY, DESIGN AND BUILD
Job role:
Maintenance, Repair, and Technician

Project engineer/Structural design engineer

January 2004 - December 2004

Nolan Associates Consulting Engineers

United Kingdom

January 2004 - December 2004

Nolan Associates Consulting Engineers, Birmingham, UK
INDUSTRIAL/RETAIL, Detail Steelwork Analysis&Design
2004, Project engineer/Structural design engineer
Detail design for design and build of several new single storey portal, low rise two and three store steel framed buildings and foundations using CSC software; Sframe, Ssteel and Fastrak utilising "pdelta" sway frame analysis and design for wind moment connections including masonry design of steel frame cladding etc. and foundations.
SCI 263 Conceptual power plant design for tender and refurbishment.
BS5950 Structural steel and masonry design for several large commercial existing inner city buildings refurbishments.

RAILWAY BRIDGE ASSESSMENT,
MOTT MACDONALD CONSULTING ENGINEERS, Birmingham, UK
RAIL CONSULTANT TO CONTRACTORS BIRSE RAIL, GALLIFORD RAIL AND NETWORK RAIL
Job role:
Other

Bridge consultant

January 2003 - December 2003

BRIDGE ASSESSMENT

January 2003 - December 2003

BRIDGE ASSESSMENT, STRENGTHENING AND REPLACEMENT
2003, Bridge consultant
Detailed Inspection and Reassessment leading to detailed design of strengthening and replacement of Network Rail steel underbridge decks.on the West Coast Main Line to BS5400 parts 3&4 RC5510 etc.
Preliminary and detailed design of both precast insitu RC decks and steel billet
underbridge replacement decks for upto 125mph traffic in compliance with Network Rail and
International Rail standards using Superstress, Lusas and Staadpro.Preliminary Quasi static / dynamic analysis feasibility by assessing criteria for dynamic analysis using time history analysis in staadpro v2002/3
Various Railway Overbridge and Underbridge Bridge reassessments to BE4, BD21, RT C/015 and RT C/025 for Network Rail BridgeGuard 3
Analysis and reassessment for BG3 strengthening contracts of wrought iron Overbridges
Using Staadpro and BEAVA influence surface automated vehicle generator software for BD21 Annex D loads on road decks.
Feasibility for strengthening /replacement and option presentation reports to Network Rail.
Assessment and strengthening options for various iron and steel half- through and jack arch replacement underbridge decks on the West Coast Main Line 125-140mph upgrade of bridges failing resonance checks.
Lead Engineer on preparation Form A for Approval in Principal and conceptual plus detail design including new RC and Billet Steel replacement decks and abutment strengthening to Network Rail specifications using finite element modelling.
Detailed design utilising staadpro FE software of new short span steel billet deck bridge deck and abutments to replace level crossing over west coast main line Berkwell stationwest midlands

NETWORK RAIL CHANNEL TUNNEL RAIL LINK CONTRACT 250
BRIDGE/TUNNEL SOIL/STRUCTURE INTERACTION ASSESSMENT,
HASWELL CONSULTING ENGINEERS, BIRMINGHAM
NUTTALL, WAYSS FREITAG KIER JOINT VENTURE
Job role:
Engineering

Principal Structural steelwork design engineer

January 2003 - December 2003

World Cup Stadium Roof

January 2003 - December 2003

Principal Structural steelwork design engineer
STAAD 3 V22.3 '3D' STEELWORK ANALYSIS AND DESIGN
1) Korean 2002 World Cup Stadium Roof
twin 270 metre span arches in cold rolled hollow section pipe. detailed design of tubular members and joints to cidect td 393 / chs design guide /ec steelwork code
Job role:
Other

Engineering Design Manager CTRL

January 2002 - December 2002

DAGENHAM PORTAL TO NORTH CIRCULAR ROAD BRIDGE

India

January 2002 - December 2002

DAGENHAM PORTAL TO NORTH CIRCULAR ROAD BRIDGE
2002, Engineering Design Manager CTRL
Project engineering management of several sub consultants and leading a team of up to five in-house
assessment engineers undertaking technical structural assessments on contract 250 of
The Network Rail channel tunnel rail link CTRL design and build contract
this entailed structural / bridge assessments of both 'as built' and 'disturbed ' structures within the predicted tunnel settlement troughs of railtrack and highways authority structures including local authority, private and london underground (lul) bridges RT/CE/025 and 035
finite element modelling & analysis using staad pro2001/2
This analysis utilised state of the art techniques for modelling soil structure interaction.
geotechnical interface and structural assessments were undertaken utilising staadpro linear and non linear finite advanced element modelling techniques for assessing soil structure interaction of as-built structures and the effects of predicted differential settlements from tunneling with progressive tunnel face volume loss as provided by 'arup tunset' and 'piglet'. as well as bridges also included were assessments of RC culverts, Railtrack and LuL over/underpass structures and tunnel underpass ramps .finally producing finalising and checking assessment mitigation and strengthening reports and all certification in accordance with railtrack and rail link engineering (rle) report format.
TYPICAL FINITE ELEMENT MODEL USED FOR BD21/BD86 ASSESSMENT
Some Bridges And Associated Structures in CTRL 250:-
Renwick Road Bridge Dagenham, Composite 3 Span Post Tensioned Bridge Deck
40 Metre Central Spans: Circa 1957
Freightliner Terminal 10 Span Prestressed Rc Ramp Deck Box Lane: Circa 1971
Alfreds Way Barking Relief Road New Bridge-
Job role:
Other

January 2002 - December 2002

World Cup Stadium Roof

January 2002 - December 2002

Taegu 2002 World Cup Stadium Roof - Korea (Staad3 3d Design Model)
Job role:
Other

March 1988 - March 2000

Network Rail

United Kingdom

March 1988 - March 2000

Network Rail authorised CRE certifying CAT0 assessment spreadsheets and Alternative assessments of Network Rail structures, masonry arch under bridges and over bridges, alternative assessments of 25 metre span Bow String trusses, Box Girder etc. underbridge decks as well as wrought and cast iron overbridges, also footbridges CAT0 alternatives, CAT1 assessments & CAT1 checking, including the use and checking of proven spreadsheets with assessment report submissions for determining Network Rail standard RA ratings to NR/GN/035 using both BD56 to BS5400-3-1988 & BS5400 -3-2000 to NR/GN/CIV/025
Company industry:
Motor Vehicle Passenger Transport
Job role:
Other

Bridge Assessment/Strengthening and Project Management

January 1995 - December 1996

STANIER HOUSE

United Kingdom

January 1995 - December 1996

1995 TO 1996 STANIER HOUSE, BIRMINGHAM CIVIL PROJECT MANAGERS
including assessment of the Britannia Bridge over the Menai Straits in North Wales
( Midlands area Bridgeguard3 project)
Reviewing engineer/ manager for Railtracks engineering technical approval authority managing assessment packages
responsibility for approving and ensuring technical compliance with
Railtrack approval procedures / inspection / including assessment to volume 1, 2 3, 3a
DTP DMRB Design Manual for Roads and bridges
Masonry arch assessments utilising various multiarch analysis software highway deck assessment utilising Leap 5 finite element composite deck analysis. independent reviews and checking of cat 2 and cat 3 level assessments and approving assessment reports of upto one hundred Railtrack bridges assessed by major consultants.
overall responsibility for the on-going technical approval and acceptance of a. i. p's, inspection and assessment reports inc. compliance with Railtrack zone safety procedures for all structural bridge assessments on railtrack bridges undertaken by civil/structural consultants under contract with the Birmingham MPD Bridgeguard 3 office.
responsible for drafting and approval of the technical assessment procedures to assess the britannia bridge: -
Independent review of the analysis and assessment of the structural arch steelwork to the multiple arch double- deck "Brittania bridge " over the Menai straits. in addition and in all hundreds of reports were prepared and approved for skew and multiple masonry arch, cast iron, wrought iron, concrete and steel road over rail bridges which were inspected and assessed during my term as engineering services manager (bg3) \with railtrack major projects division.


HALCROW CONSULTING ENGINEERS, SHIRE HALL, GLOUCESTER MOT
HIGHWAYS AGENCY ASSESSMENTS
M5 Motorway Bridges Design/Assessment/Strengthening
BD 21/93 BS5400 GLOUCESTERSHIRE COUNTY COUNCIL BRIDGE DEPARTMENT
Job role:
Other

Consultant, bridge/structural engineer /assessment programme

January 1993 - January 1995

LEAP

India

January 1993 - January 1995

1993 TO 1995 CONTRACTED - IN FOR BRIDGE ASSESSMENTS
Consultant, bridge/structural engineer /assessment programme
UK LEAP 5 FINITE ELEMENT ANALYSIS AND ASSESSMENT
prestressed rc and steelwork composite deck analysis and assessment
m5 overbridge assessments from junction 10 to 15 for gloucestershire county council
Dtp Bridge Assessments M5 To Bd 21/.93
continuing structural assessments and checks of 3 and 4 span continuous deck m5 overbridges
structures assessed and checked include: -
a) continuous span r. c. and prestressed post tensioned voided flat decks and solid haunched decks.
b) curved s/ elevated m/ way slip rd decks using 3d acad autocadr12 input & leap5 analysis assessment and cat1 Assessment Checks
c) composite r. c. decks on steel plate girders to dot draft steelwork assessment code.
d) composite r. c. precast prestressed beam decks.
E) R. C. Box Culverts Under M5
undertaken using leap5 finite element software
bridge assessments also utilising leap5 autoloader software for bd 37/88
preparation of technical design assessment spreadsheets using lotus 123 and super calc:principal inspections drafting and final submissions for m5 overbridges: undertaking drafting, q.a, and final submission of aips, assessment reports, and p.i. reports. final drafting of technical specification for external assessment service contract packages and schemes and specifications for bridge strengthening works.

MAUNSELL CONSULTING ENGINEERS,
MOT- HIGHWAYS AGENCY DESIGN AND ASSESSMENTS
M6 MIDLAND LINKS MOTORWAY BRIDGES&TUNNELS Design/Assessment/Strengthening -Civil Rehabilitation works
BS 5400, BS5950 ATTWOOD HOUSE, NEW ST, BIRMINGHAM.
BS 8110 BD 21/87 CIVILENGINEERING ( ROAD & BRIDGE) CONSULTANTS
Company industry:
Business Consultancy Services
Job role:
Other

Principal bridge design/assessment engineer

January 1990 - January 1993

HIGHWAYS & BRIDGES DEPARTMENT

India

January 1990 - January 1993

1990 TO 1993 HIGHWAYS & BRIDGES DEPARTMENT
BRIDGE ASSESSMENT AND DESIGN DEPARTMENT
Principal bridge design/assessment engineer
assessments of grillage decks
analysis and by Instress Superstress and Oasys Gsa.
fatigue analysis and assessment of composite decks and deep steel box girders to bs 5400
dtp bridge assessmentsand cat 1 /2 assessment checks m6 to bd 21/84
m6 overbridge assessments spaghetti junction to bromford viaduct for the department of transport.
continuing structural assessment of m6 midland links motorwaydecks prestressed,
precast, insitu r. c. and composite deck viaducts, including large r.c. and structural steelwork.m6motorway; deck bent/crosshead support steel box girders
design checking /assessment of several 'post merrison' large (3 metre deep) structural steel box girders.multi deck grillage assessment of r.c insitu & precast insitu motorway deck railway crossing, m6 bromsgrove viaduct.
all assessment and checking to dtp bd 21/84, bd 44/90 and bs 5400 part 3.
assessment checking of multiple spanning prestressed and post tensioned segmental and cellular rc overbridge decks to bd 21/84, and bd 44/90 (prestressed concrete section); british rail crewe station overbridges
structural assessment and part redesign of fire damaged tyburn road sliproad viaduct cellular r.c.substructure, to bd 37/88 and design check of replacement steel plategirder deck inc fatigue calcs to bs 5400 parts 3 4 and 10.
miscellaneous composite deck designs to bs 5400.parts 3 4 5 and 10.
feasibility design stage, ' greater manchester motorway relief road' project.
preliminary feasibility and prelim. structural design of post-tensioned prestressed r.c.'immersed tube 6 lane motorway tunnels beneath the manchester ship canal
detailed design of steelwork modifications, 'wylfa' nuclear power station 'anglesey', for 'nuclear electric' gloucester, steelwork design and checks to bs 5950.

TARMAC ENGINEERING SERVICES, WOLVERHAMPTON.
OVERSEAS PETROCHEMICAL / PROCESS-INDUSTRY DESIGN AND BUILD
HEAVY CIVILS-MATERIALS HANDLING
US Steelwork Design
UBC TARMAC / BABCOCK JOINT VENTURE.
Freelance Structural design project engineer
BS449, BS5950 CIVIL ENGINEERING PROJECT MANAGERS & ENGINEERS,
Job role:
Other

January 1992 - December 1992

Steady State Assessment programme

India

January 1992 - December 1992

Eurocode 2 Final drafting of the detailed AIP's for the Steady State Assessment programme for M1 and M6 EN 1992
CIRIA Report 89 reinforced concrete overbridges and liaising with Highways Agency to obtain technical approval.
M6 River Penk dual 3 lane motorway 12 span overbridge
Ongoing reassessment comparison of punching shear capacities using BD44, CIRIA89 by Regan and Eurocode EC 2 for final report / cat2 check.
Supervising the detailed analysis of multispan reinforced concrete structure skewed deck structure using both SuperStress and LUSAS Finite Element software v13.7 and v 14.0 with Autoloader postprocessing using both Wood Armer output and further refinement and reassessment to Denton & Burgoyne using self prepared spreadsheet.
Freyssinet type circular hinge assessment to BE 5 departures by A Crossley
Supervision and Preparation of draft and final assessment report, providing liaising with cat 2 checkers.
Area 11 'At Risk' bridge piers.
Preliminary calculations for stage 1 collision impact assessment on all generic type structures within Area 11. Preparation of Draft options reports for stage 1 collision impact assessment and strengthening.
Reinforced precast concrete portalised and degraded M1 overbridge decks
Reviewing and redrafting of the final options reports for M1 precast portal bridge rehabilitation and strengthening. Liaising with the Highways Agency to obtain technical approval for progressing the investigation and strengthening options.
Detailed analysis and assessment using Superstress 3d models to evaluate inherent strength of degraded portal cross sections and supervision of remedial work options.
Trent valley West Coast Mainline overbridge
Providing Engineering input for the submission of the technical approval of design, assessment and temporary works AIP's (including the assessment and design reports) on behalf of the Highways
Agency for a new prestressed concrete railway overbridge carrying the dual A38 over the West coastdual track main line widening in the Trent valley.
Stafford Railway bridge carrying A449 over the West Coast Main line in Stafford,
Stafford Railway bridge is a typical late 1950's reconstructed multispan (composite) encased steelgirder cased and filler beam deck, in poor condition and where composite action is difficult to prove to modern day standards.
Preparation of final AIP including all word processing and Autocad drafting into AIP, undertaking all detail assessment calculations and preparation of both the 'Assessment Report' and the 'Strengthening Options Report' utilising composite action to increase beam capacity
Preparation of various departures to BD 44 incorporating Eurocode recommendations to optimise effective spans of service bays, including liaising with Highways Agency to obtain Highways Agency approval for each stage of the technical approval submission process.
Finally preparation of whole life cost estimates for the transportation and reconstruction using excel spreadsheets and Autocad 2004 construction drawings for both the discarded and the preferred options.
Miscellaneous bridge reassessment / strengthening options / reports

WATERMAN ASPEN Civils, Bridge Design, Assessment
Job role:
Other

Structural Project engineer

January 1991 - December 1991

AISC 10TH Ed

January 1991 - December 1991

AISC 10TH Ed
1991 POWER, MINING & HEAVY ENGINEERING INDUSTRY.
contracted - in; technical services department
US. UBC seismic design and AISC steelwork design & analysis by Oasys GSA 3d
I used zone 3 seismic design criteria for 'ductile steel sway frame analysis and design'undertaken to the current u.s. unified building code u.b.c.
also checked with reference to current ove arup research papers.
undertook steel (welded plate) design to us a.i.s.c. 10th ed., also checked to bs.449 krakatau' steelworks indonesia, extension to material handling facilities.
iron ore pellett handling project materials handling, civil works: part of team responsible for conceptual and detailed structural design and preliminary detailing of three conveyor handling transfer steelwork tower structures and conveyor support structure plus new marine offloading jetty terminal.responsible for conceptual seismic design of steelwork sway frames including detailed 3d structural analysis, design, checking and detailing of 20 metre high steelwork frame main transfer 'anchor tower', with ancillary conveyor ramps steelwork conveyor trestles and jetty loading terminal including dynamically loaded foundations.

BIRSE THREAPLETON CONSULTANTS, SHEFFIELD
BUILDING INDUSTRY DESIGN AND BUILD
Structural Project engineer.
£5 million office block for Birse estates office development, Basingstoke, hampshire.
Obtaining building regulation consent from the conceptual design through to the detailed structural design of 5 storey r.c. frame with rc waffle slab floors, including two storey cantilevered-over r. c. underground basement car park founded in chalk excavation.

ALLOTT & LOMAX CONSULTING ENGINEERS, NOTTINGHAM OFFICE.
HEAVY CIVILS INDUSTRY, BUILDINGS-POWER-MATERIALS HANDLING
Job role:
Engineering

Structural Project Engineer

January 1989 - December 1990

CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS

January 1989 - December 1990

CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
Structural Project Engineer
1989 TO 1990 SEISMIC ANALYSIS AND DESIGN CHECKING
'Rehand' power station complex india
detail design checking of extensions to coal fired power station foundation calculations.
general structural analysis and design of frame and piled foundations for various school/college buildings and sports complexes, utilising masterseries frames and cads a8110 rc beam design
Company industry:
General Engineering Consultancy
Job role:
Engineering

PERMANENT STAFF

January 1987 - December 1988

WHITE YOUNG CONSULTING ENGINEERS

United Kingdom

January 1987 - December 1988

WHITE YOUNG CONSULTING ENGINEERS, STEVENAGE
PETROCHEMICAL/ PROCESS INDUSTRY - MATERIALS HANDLING-POWER & BUILDING
STRUCTURAL ENGINEERING CONSULTANTS
1987 TO 1988 PERMANENT STAFF;
Structural Project design engineer.
Design modifications and structural repairs to turbine hall
'Radcliffe' coal fired power station, Nottingham: inspections of furnace, boilers, silos and support steelwork during periodic partial shut-down. structural design and checking of steelwork modifications to main hall furnace chambers and bunker silos complex..
undertook checks on fatigue analysis code check of dynamically loaded braced 6 storey support steelwork support frame in Tee-side petrochemical refinery complex.
'Llanelli steel rolling mill', British steel, Llanelli, south Wales.
checking steelwork calcs to BS 5950 for steel gantry cranes and piled foundations.
ATLAS COPCO office and factory development, Hemel Hempstead.
IEE. headquarters office, Stevenage.
structural design of piled foundations, and structural design checking of precast prestressed concrete and braced steelwork superstructure frames.

BRITISH PETROLEUM PLC, ABU DHABI, (ADMA OPCO), ADNOC.
PETROCHEMICAL/ OIL AND GAS INDUSTRY ARABIAN GULF
OFFSHORE-ONSHORE /PETROCHEM-REFINERY-PROCESS
API RP 2A, AISC OILPRODUCTION INDUSTRY
BS449, UBC MARINE OFFSHORE OIL INDUSTRY- ARABIAN GULF. (GULF OIL FIELDS, ABU DHABI)
Civil/structural onshore/offshore project /design engineer.
Abu Dhabi (ADMA) Abu Dhabi Marine Offshore OPerating oil COmpany. technical services department
1984-1987
UBC seismic and subsea fatigue analysis and design
AISC steelwork design to API RP2A
offshore dept.
civil & structural steelwork design review including structural checking steelwork jackets and modular topsides for of for their 1984 marine offshore development project consisting of 30 well head towers and collection platforms.
checking to bs 5950 and AISC 10th using API RP 2A
design and reviews of triple - deck steelwork wellhead towers, jackets, decks, helipads, hulls collection wells and risers and all associated steelwork topside structures. part of team undertaking in house design review and checking to API RP2A with steelwork module fabrication site supervision and third party technical coordination of quality assurance programme by DNV Stockholm.
onshore dept.
project design and contract supervision management for major on-going civil & structural rehabilitation of refinery steelwork and RC .structures on das island oil "off - loading oil terminal".
part of team responsible for preparing contracts and specifications for design modifications to RC foundation renovation contracts for all heavy refinery oil and gas storage tanks and ancillary structures including process power plant & seawater desalination plant, steelwork microwave comm. towers with to desalination plant seawater intakes channels. etc. as well as the rehabilitation of the 'das island' network of road and pipe bridges and culverts including conceptual design of elevated structures utilising balanced cantilever post tensioned piers and decks over existing facilities.

ARAMCO PETROCHEMICAL/ OIL AND GAS INDUSTRY
SAUDI ARABIA REFINERY- ONSHORE-PROCESS
KING WILKINSON (SAUDI ARAMCO DHARAN, SAUDI ARABIA)
API, AISC, UBC OIL INDUSTRY SERVICES CONSULTANT
Saudi Arabia PETROCHEMICAL, MARINE OFFSHORE OIL INDUSTRY.
Company industry:
Business Consultancy Services
Job role:
Medical, Healthcare, and Nursing

Civil structural design engineer onshore dept

January 1982 - December 1982

ARAMCO OIL FIELDS

January 1982 - December 1982

1982 ARAMCO OIL FIELDS, ARABIAN GULF, SAUDI ARABIA
Civil structural design engineer onshore dept.
UBC seismic/dynamic analysis & design
AISC steelwork design to API RP2A
onshore dept.
Aramco refinery steelwork and concrete rehabilitation and modifications
(including steelwork pile and RC THRUST ANCHORS) for 'Ras Tanura' oil refinery, dharan.
commercial steelwork portal frame warehouses and fabrication shops.
structural design and assessment of steelwork pipe bridges and culverts.
conceptual detail and seismic design of 1000 ton+ capacity dynamically loaded steelwork piled pipe thrust anchors for 'roll on/off' transfer and marine handling facilities.
all structural calcs undertaken to astm aisc steelwork us standards / unified building code, ubc
offshore dept.


Aramco offshore jetty and loading platform steelwork modifications.
all structural design calculations of steelwork to US AISC 8th ed. and US. oil industry STANDARDS, INCLUDING A.P.I. RP.2A


HEAVY CIVILS DESIGN - POWER GENERATION PLANT KUWAIT
ANDREW RUSSELL ASSOCIATES, Harpenden, LONDON
CIVIL AND STRUCTURAL ENGINEERING CONSULTANTS
ELECTRIC POWER STATION COMPLEX, KUWAIT.CITY
Contract structural design engineer
part of team involved in architectural r. c. structural design element of project main electric turnkey project substation located in kuwait for mitsubishi electric corporation.
undertook part of detailed r. c. design for part of 6 storey r. c. and precast framed power plant complex. including transformer plant and turbine halls
Job role:
Other

HEAVY CIVILS INTERNATIONAL -AIRBASE CONSTRUCTION-SITE MANAGEMENT

January 1979 - December 1981

U.S. SUB-CONSULTANTS

January 1979 - December 1981

HEAVY CIVILS INTERNATIONAL -AIRBASE CONSTRUCTION-SITE MANAGEMENT
JEDDAH INTERNATIONAL AIRPORT ATC INFRASTRUCTURE SAUDI ARABIA
ASTM. AISC U.S.CORPS OF ENGINEERS ( U.S. SUB-CONSULTANTS)
1979-81 (CONTRACTED VIA US.CONSULTANTS), MIDDLE EAST DIVISION.
MULTI DISCIPLINARY ENGINEERING (AIRPORT INSTALLATION) CONSULTANTS TO THE US GOVERNMENT,
QA/CIVIL RESIDENT ENGINEER,
U.S. MILITARY AIR BASE, SINAI DESERT,
EGYPT, MIDDLE EAST.
Temporary works design checking and associated quality assurance of site works.
QA quality management & site supervision of both structural steelwork hangers and heavy RC.and prestressed RC.'blast proof' underground aircraft containment structures and silos to an accelerated construction programme.

HOSPITALS- BUILDINGS-STRUCTURAL-BUILDING .REG. CHECKING
CP114, CP110 EDWARDS AND BLACKIE CONSULTING ENGINEERS, BIRMINGHAM.
BS449 STRUCTURAL ENGINEERING CONSULTANTS
CONTRACT STRUCTURAL PROJECT DESIGN ENGINEER TEAM LEADER
BIRMINGHAM HIPPODROME THEATRE STEELWORK EXTENSIONS AND REFURBISHMENT
Phases 1 and 2. Phase 1 design of new 5 storey dressing room block and foundations/basement with contiguous bored pile and prestressed r.c.retaining walls.
Solihull hospital x ray and pharmacy wing:structural detail design of 2 storey steelwork superstructure and timber roof.
dudley general hospital:various structural building extensions and foundations.
miscellaneous building regulation checking for dudley and walsall metropolitan district councils developments, ( r. c. / steelwork / prestressed r. c.) .varied and full experience in most aspects of design in all materials;
steelwork, masonry, timber, concrete to all former elastic state design codes and former current building regulations.


INTERNATIONAL AIRPORTS-TELECOM TOWERS-HEAVY CIVILS CONSTRUCTION PROJECT MANAGEMENT ITT (FEDERAL ELECTRIC INTERNATIONAL, New Jersey USA)
ASTM. AISC PARAMUS, USA, / NADCO; JEDDA AND DHARAN, SAUDI ARABIA
MULTIDISCPLINARY COMMUNICATIONS FACILITY INSTALLATION ENGINEERS AND PROJECT MANAGERS, SAUDI ARABIA.
CHIEF CIVIL SITE ENGINEER,
FEII DESIGN OFFICE, SAUDI ARABIA
Major contract for upgrading riyadh international, and provincial in-country airport navigation communications facilities and civil/structural infrastructure for antennae farm installations.
technical responsibility for technical approval of design and installation for steelwork radar tower installation and steelwork access towers, steelwork antennae farms and steelwork troposcan towers.
responsible also for ancillary r. c. civil design to a.c.i with associated q.a of facility designs and site installations on civil and military airports throughout the countrywide network. responsible for ensuring compliance with u.s. government f.a.a. and u.s. a.s.t.m. standards. Wimpey Al Araiza Nadco
Chief Engineer Resident Nadco Project Site
construction team management of motorway tunnel construction contract ( r. c. diaphragm wall cover and cut tunnel), Jeddah. construction to german engineers specification. Responsible for all temporary works design, material testing and concrete mix design. Responsible for supply and testing of materials and roadbase compaction to US>.ASTM and ASHTO standards.also responsible for site q.a of specialised german diaphragm wall subcontractors.and compliance with us astm and german din standards specification.


HEAVY CIVILS-MINING-MATERIALS HANDLING-TRANSMISSION TOWERS
SOUTH AFRICA. Anglo American Gold Mines of South Africa
RIGBY CRONJE LEVENDIS,
CONSULTING ENGINEERS, JOHANNESBURG, SOUTH AFRICA.
CP114, CP110 CIVIL & STRUCTURAL CONSULTANTS MINING, GOLD MINES SOUTH AFRICA.
PROJECT STRUCTURAL DESIGN AND SUPERVISING ENGINEER.
1 year, S.Africa
Job role:
Other

January 1975 - December 1975

MATERIALS HANDLING CIVIL WORKS

January 1975 - December 1975

1975 MATERIALS HANDLING CIVIL WORKS: 'Randfontein gold mine complex': 'Rustenburg platinum mine complex': design and checking of calculations for steelwork mining headgear, transfer towers, ore handling conveyor gantries, and conveyor transfer bridges, torsion anchors and associated foundations, etc.
steelwork design to s.a. stds. based on bs 449
South African post office microwave tower communication network installation
involved with a commission for the conceptual design and supervision of self supporting steel (and concrete) microwave towers
involved in structural steelwork design and steelwork detail checking, including ancillary steelwork access platforms and associated foundation design and site supervision of upto 70m ht. steelwork towers.
supervision of prestressed r.c. concrete slipform tower construction and mechanical equipment civil works installation.
Job role:
Other

January 1972 - December 1972

Ripple Road

January 1972 - December 1972

Ripple Road 3 Span Composite Prestressed / Rc Voided Cellular Deck: Circa 1972
Barking Northern Relief Road Composite Steel Box Girder Deck: Circa 1995
Barking Queens Road Bridge Cast/Wrought Iron Bridge Circa 1900
Job role:
Other

January 1971 - December 1971

Railtrack and LUL Railway

January 1971 - December 1971

Skewed 2 Span Continuous Plate Girder Composite Deck Circa: 1971
Alfreds Way Jack Arch Deck: Circa 1922
Railtrack and LUL Railway /Railway Crossovers And Underpasses
also Various Rc Culverts, Buildings Etc
Job role:
Other

Education

Portsmouth

June 1969

June 1969

Bachelor's degree, Engineering

United Kingdom

Skills

BRIDGES
Expert
BRIDGES
Expert
CAST IRON
Expert
CAST IRON
Expert
CIVIL/STRUCTURAL
Expert
CIVIL/STRUCTURAL
Expert
CONCRETE
Expert
CONCRETE
Expert
CRE
Expert
CRE
Expert
ENGINEER
Expert
ENGINEER
Expert
MASONRY
Expert
MASONRY
Expert
PRECAST
Expert
PRECAST
Expert
RA
Expert
RA
Expert
TRUSSES
Expert
TRUSSES
Expert

Languages

French

Beginner

German

Beginner

Korean

Beginner

Spanish

Beginner