Carlo Jacob, P.E.

Lead Quality Assurance Engineer at ASICS Digital (formerly Runkeeper)
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Contact Information
us****@****om
(386) 825-5501
Location
Greater Boston
Languages
  • Spanish Limited working proficiency
  • French Elementary proficiency

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Bio

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Experience

    • Lead Quality Assurance Engineer
      • Mar 2021 - Present

    • Quality Assurance Engineer
      • Oct 2020 - Mar 2021

    • Quality Assurance Tester
      • Nov 2019 - Sep 2020

    • Quality Assurance Coop
      • Jul 2019 - Nov 2019

    • United States
    • Spectator Sports
    • Director
      • Jan 2016 - Dec 2019

      Elected board member responsible for the operation and strategic direction of the Boston Triathlon Team, a 501(c)3 athletic organization. Elected board member responsible for the operation and strategic direction of the Boston Triathlon Team, a 501(c)3 athletic organization.

    • United States
    • Animation and Post-production
    • 1 - 100 Employee
    • Web Development Immersive
      • Dec 2018 - Mar 2019

      Completed a full-time, immersive, full-stack web development bootcamp - approximately 600 hours of in-class instruction and self-learning. This course is divided into four modules, each with its own project. Projects are completed over one week, and focus on various skills in front- and back-end web development. Three projects are completed individually, and one in a team setting. Skills acquired include React, JavaScript, Ruby, Rails, Express.js, Node.js, Git and Github. Highlighted Projects: Tuber (https://carlojacob.github.io/tuber) For my capstone project, I built an application that allows users to save and view their favorite YouTube videos. I intentionally chose to focus on styling this application, as I felt that was my greatest weakness. At the end of the short, four-day project week, I was particularly happy with the appearance of the "Your Tubes" view, and I am excited to continue improving on the other various views in the application. Primary technology: React.js, Express.js, Bootstrap. GitHub front-end repo: https://github.com/carlojacob/tuber GitHub back-end repo: https://github.com/carlojacob/tuber-api Nozama (https://moctodnozama.github.io/moctodnozama/) My team project involved building a mock e-commerce website. Users could create an account, search for and add available products to a shopping cart, purchase products using a third party API, and view order history. In my development team of three people, I served as the scrum master. In addition to building a non-relational database for the first time, this project gave me valuable experience using version control and agile methodologies. Primary technology: JavaScript, Express.js, Stripe (3rd party payment API). GitHub front-end repo: https://github.com/moctodnozama/moctodnozama GitHub back-end repo: https://github.com/moctodnozama/moctodnozama.github.io-api Show less

    • United States
    • Civil Engineering
    • 700 & Above Employee
    • Structural Project Engineer
      • Apr 2018 - May 2018

    • Structural Engineer 2
      • Jan 2015 - Apr 2018

    • Structural Engineer 1
      • Mar 2011 - Jan 2015

    • United States
    • Design
    • 1 - 100 Employee
    • Graduate Research Assistant
      • Jan 2008 - Aug 2010
    • United States
    • Higher Education
    • 700 & Above Employee
    • Master of Science in Civil Engineering
      • Sep 2007 - Aug 2010

      Program: Structural EngineeringThesis: Creating an Eccentrically Braced Frame Model for Application in Seismic Performance Assessments.Abstract: This thesis was written to describe the process of creating a model of eccentrically braced frames (EBF) in order to determine the performance of EBFs in moderate seismic regions.The author used the results of a shake table test in 1985 to calibrate the model. The model was able to predict the average roof displacement and the maximum link rotation on the second level of the test structure to within 13%. The author designed and created a different model for the same location and load conditions as the shake table test above, and found that the new model performed as well as the previous one, despite the design being weaker and the fact that it was designed according to modern standards. There was a 9.8% difference in the average roof displacement and a 3.5% difference in the maximum link rotation on the second level of the two models.A preliminary performance assessment of a nine-story EBF designed for moderate seismic regions showed that there was a 75% probability that it would fail under design ground motions. Modal analysis showed that second mode behavior was responsible for that high probability of failure. Strengthening the links that were most vulnerable to that second mode behavior reduced the probability of failure under design ground motions to 2%. Show less

    • Engineering Tutor
      • Sep 2007 - May 2009

      Tutor for undergraduate students in introductory engineering, statics and dynamics, material mechanics, engineering statistics, and steel design courses.

Education

  • Tufts University
    M.S., Civil and Environmental Engineering
    2007 - 2010
  • Tufts University
    B.S., Civil Engineering
    2003 - 2007
  • General Assembly
    Web Development Immersive, Computer Programming/Programmer, General
    2018 - 2019

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