Site engineer support and delivery of 25 structures reinforced concrete piers and pilecap foundation on CVV site. Daily Inspection: Conducting inspections of rebar fixings in accordance with BS8666:2020, as well as formworks and repair works of pile caps and piers. Ensuring adherence to the Inspection and Test Plan (ITP) and providing photo evidence reports for completed activities. Witness the concrete slump test for pouring. Materials Delivery: Submitting concrete pour permits and placing concrete orders in compliance with specifications and required volumes. Managing over 4500 tonnes of rebars delivered on-site within 28-day lead times to mitigate the impact on site storage areas and ensure timely work execution of rebar fixings. Management: Outlines upcoming activities for the next three weeks of a project, which involves fabricating rebar cages for pile caps and piers. It ensures Engineers and Surveyors team have access to updated drawings and reference points for constructing the rebar cages. Reviewing the construction program, tracking rebar fixing activities Key Performance Indicators (KPIs), and presenting them to the project manager. Risk Assessment: Writing and reviewing construction risk assessments and method statements for site works. Providing clear and accurate information to the lifting team regarding formwork weights, temporary works, and height limits to facilitate timely lift plan creation. Problem solving: Addressing technical queries and quality issues by initiating RFIs (Request for Information), FCRs (Field Change Requests), and NCRs (Non-Conformance Reports) to manage construction changes. Collaborating with Designers to devise solutions for alterations in construction drawings. Provide technical guidance on rebar fixing sequence, such as the use of mechanical couplers for high-density rebar situations, and lap length.

Designed two integral bridges with reinforced concrete pile foundations for HS2 Phase 2A. Design and Analysis: Developed designs options of materials, geometry, and foundation types use for bridge, in line with HS2 requirement, to achieve cost-effective solution. Performed bridge structural design and analysis using Midas FEA model. Automated design process for pile sections' capacity with Python and VBA scripts, meeting Eurocode BS EN1992-1-1 standards. Management: Prepared cost estimates, reviewing tasks with project manager in weekly meeting for ensure design completion. Attended meeting with Laing O’Rourke client discussed design options and cost-effective solutions aligned with project scope. Collaborated with Geotechnical, Highways and Landscape teams to create FEA models. Technical Report and Specification: Produced construction drawings and design assessment reports following Eurocode standards. Conducted supplier research to specify materials and components for bridge construction. Prepared structural design pile, piers, deck and, parapet and specifications for Technician team to produce construction drawings and CAD models. Mentorship: Lead and mentor graduate engineer on structural design and analysis, writing reports and developed their skills design software.

Assisted Senior Engineer in Category 3 Design Checker role for viaduct structure spanning Lake Lothing with multiple spans steel plate girders. Design and Analysis: Analysed steel plate girders using LUSAS FEA model to identify critical eigen-mode values for flexural and lateral-torsional buckling under vehicle loading. Verified plate girder section capacity resistance for buckling loads according to Eurocodes BS EN1993-1-1 and BS EN1993-1-5. Teamwork: In weekly meetings, collaborated with a Senior Engineer to coordinate tasks and ensure the quality of deliverables meets standards. Report: Prepared capacity reports for steel plate girders and reviewed drawings and specification, creating mark-ups as part of quality checks. Bridge Inspection: Conducted on-site inspections of London Underground steel bridges, assessing deck, beams, and pier supports. Performed desk studies and inspections to evaluate the structural condition, producing assessment reports.