The following examples are representative (but not exhaustive) of the types of industry sponsored project opportunities available in the MEng program.
Jersey City Residential Building
Sponsor: Severud Associates
Mentors: Edward DePaola and Jack Gainey
Students: Ella Burns (MEng), Joe Cisar (MEng), and Emma Quinn
Project Description:
The goal of this project is to design a 27 story reinforced concrete building in Jersey City, NJ. The building is 293 feet tall with a bulkhead roof, as shown in the figure below. It consists of a shear wall core to take the majority of the lateral load and columns to take gravity loads. The columns and slabs act as moment frames. The third floor of the building has a cantilever in the southeast corner due to an adjacent house refusing to sell. Floors 4 through 27 are identical in architectural plans. The building will be mainly residential, with retail space on the first and second floors and office space on the third floor.
For this project, the student team will use the architectural drawings to get started on their design. They will perform load calculations according to the New Jersey Building Code and ASCE 7-16 standards. The team will use SAP2000 to model the lateral system and RAM Concept to model the gravity loads. Each model will be checked with hand calculations. The students will use the results from these calculations and analyses to design the foundation, columns, slabs, shear walls, and beams of the building.
US-6 Bridge Replacement over Cedar Creek – Waterloo, Indiana
Sponsor: American Structurepoint
Mentor: DJ Bosse and Thomas McNicholas
Students: Elle Akerman (MEng), Luke Linder (MEng), Diego Gonzalez (MEng), and Martin Rivas, P.E. (MEng)
Project Description:
Our MEng capstone group was tasked to study a bridge replacement project originally designed/engineered by our mentor, American Structurepoint, Inc. (ASI). In 2023, an aging bridge crossing over Cedar Creek along US-6, located immediately East of Waterloo, Indiana, was fully replaced. The original bridge was built in 1926 as a 2-span, simple concrete girder structure with a T-shaped cross-section. Since the original construction, three major rehabilitation projects occurred with subsequent improvements being: (1) widening and superstructure replacement in 1950, (2) rigid deck overlay and new railings in 1991, (3) patching of deck and substructure, minor girder patching, and crack sealing in 2017.
Tasks completed by ASI (which our capstone group must follow and recreate during the 2024-2025 school year) include hydraulic/hydrologic modeling using HEC-RAS software for regulatory permitting procedures, maintenance of traffic planning for construction phasing operations, bridge design progress drawings using AutoCAD Civil 3D (with QAQC by INDOT), and compilation of technical calculations. This work is completed by the Notre Dame team between weekly meetings with ASI on Thursdays at 11:00am-12:00pm via Microsoft Teams, with Elle Akerman and Martin Rivas, P.E., specializing in the hydraulics components and Luke Linder and Deigo Gonzalez specializing in the physical bridge components in these initial stages of design.
For preliminary design, ASI worked with a land surveying sub-consultant to capture the topographic contours of the project site, to retrace existing Right-Of-Way boundaries, and also worked with a geotechnical engineering sub-consultant to gather soil borings, and ascertain geotechnical recommendations for understanding how to design the new bridge pier foundations given the local soil conditions. As-needed utility coordination was performed by ASI, in addition to the preparation of bid drawings, bid documents, technical specifications, bid award procedures, and final contract document negotiations, and ASI conducted construction administration services throughout construction (i.e., materials testing, technical submittal reviews, and necessary inspection reports for general project oversight); these tasks are outside of the scope of our capstone group project but are supplemental information provided by ASI to our group.
Merchants Bridge
Sponsor: The Walsh Group (in collaboration with Collins Engineering, Doka, and Genesis Structures)
Mentors: Mike O’Donnell, Adolfo Mora, and Daniel Sieve
Students: Brittany Alvarez (MEng), Adam Reinart (MEng), Brigid Garvey(MEng), and Macy Eglinton Manner
Project Goals: (1) Retrofit design of Merchants Bridge, (2) Replaced 3 truss spans & pier encasements, (3) Returned service to both tracks across the bridge, (4) Doubled the bridge’s capacity, (5) Increased track centers to 15 feet, (6) Reduced necessary bridge maintenance
Location: Over the Mississippi River – connecting St. Louis, MO to Venice, IL
Owner: Terminal Railroad Association (TRRA) of St. Louis
Architect: TranSystems / Burns & McDonnell
Contract Value: $180,000,000
Contract Awarded: 2018
Structural system for an airport hanger
Sponsor: Thornton Tomasetti
Mentors: Elena Poludnitcyna, Barry Lee, and Joe Porada
Students: Rory McCarthy (MEng), Matthew Hoffman (MEng), Liz Chen, and Emmett Christenson
Project Description:
In collaboration with Thornton Tomasetti, our team is designing the structural system for an airport hangar located in Cleveland. This project is meant to highlight and exercise our design skills in a “real world” situation. The main constraint of the building is the design of a structural system that can support the 180’ roof span without columns to allow for easy maneuverability of planes in the hangar. Additionally, the foundation and slab systems must adequately support the weight of several airplanes. Finally, a unique component of this project is a blast analysis of the structure, and verifying the design will be sufficient to withstand the imposed loads. Beyond these constraints, we are encouraged to exercise our creativity throughout the structural design process. We were tasked with researching several potential structural system configurations; developing lateral and gravity loads using ASCE-7, the Ohio Building Code, and the Cleveland Building Code; analyzing possible truss configurations using SAP2000; and designing the slab on grade. Moving forward, we will begin to design the lateral system, combine the lateral and gravity systems in a Revit model, develop blast loads, and further analyze the structure for gravity, lateral, and blast loads in SAP2000.
Project: Analysis and Design of 11-story Concrete Frame Building
Industry Sponsor: Schaefer
Course(s): CE 60274 – Advanced Concrete and Prestressed Concrete Design
Students: Mua’yyed Malabeh (MEng) and Henrique Martins
The team was mentored through the design process of an 11-story cast-in-place reinforced concrete building with post-tensioned slabs. A professional engineer from Schaefer, Matthew Horne. P.E. volunteered his time to the graduate students. The project started with the design criteria for calculating the vertical and lateral loads on the building using ASCE 7-16 design code. The design process was initiated by calculating the preliminary column loads, column sizes, and gravity foundation design using hand calculations and Excel. The lateral system (shear wall) finite element analysis was completed by modeling the entire structure using ETABS, and design was completed by utilizing ETABS built-in shear wall design module. Post-tensioned slab design was completed next and performed using RAM-Concept. Using the unbalanced slab-to-column moments calculated by RAM Concept in combination with the previously calculated axial loads, the final column design was completed in spColumn. Finally, a set of conceptual structural drawings were created along with final column and footing schedules.
Project: Youth Service Bureau & South Bend Thrive Development Project Site Design
Industry sponsor: City of South Bend
Mentors: Charlotte Brach and Eric Horvath
Course(s): CE 67600 – Special Studies: MEng Capstone
Students: Bethel Aninyei (MEng) and Yiqiao Qin
This design project works as part of the Youth Service Bureau and South Bend Thrive Development Project for the City of South Bend. In this project, we are planning to utilize a currently underdeveloped 16-acre site which is 3 miles to the southeast of the University of Notre Dame campus in South Bend. The site is marked by the Sorin Park to the north, the Mckinley Ave. to the south, the U-Haul Neighborhood Dealer Building to the east, and the Preston Dr. residences to the west. This site will consist of residential and commercial lots, with a YSB community center, and low income residential housing. In order to help construct the site, this senior project will come up with the layout plans for the residential and commercial lots in this area and give further suggestions on some aspects of the infrastructures such as sewer system design. The references of this project include the standards from both the City of South Bend and the YSB project. We will be using ArcGIS and AutoCad as the engineering tools in our progress.
Project: TxDOT Prestressed Girder Bridge Design
Industry Sponsor: Kiewit Infrastructure Engineering
Course(s): CE 67600 – Special Studies: Prestressed Concrete Design
Students: Karla La Torre Alvarez (MEng) and Will Tjaden
The team was mentored through the design process of precast prestressed (PCPS) concrete I-girders that were part of a representative freeway bridge in Texas. Two engineers from Kiewit Infrastructure Engineers, Eric Herbert S.E. P.E. & Samuel Hess P.E., graciously volunteered their time to the graduate students. The girders were designed using the Texas Department of Transportation (TxDOT) Bridge Design Manual and the AASHTO LRFD Bridge Design Manual. The design process included generating dead and live loads for both interior and exterior girders, calculating necessary live load distribution factors to distribute the live loads per girder, and calculating losses were calculated based on the TxDOT state specific equations which investigated both long and short conditions. Finally, a set of conceptual drawings were created that displayed the bridge layout, typical I-girder section details including reinforcement details and an elevation view of the prestressed girder. The team utilized a PCPS girder design software called PGSuper developed by the Washington Department of Transportation and TxDOT for the streamlined design of PCPS bridges. With every output from the software considered in the design, hand calculations were performed to quality assure the proposed design. Deliverables included detailed calculations for the design process and drawings that abide to TxDOT Standards.
Project: Affordable Housing Development in Mishawaka, Indiana
Industry Sponsor: Housing for Humanity in collaboration with the Notre Dame School of Architecture and multiple regional design and development firms
Course(s): Fall Break Special Activity with Professor Phil Barutha
Students: Hany Alrahahleh (MEng), Karla La Torre Alvarez (MEng), Mua’yyed Malabeh (MEng), and John Anyanwu (MEng)
During the Fall Break, a group of MEng students led the site-civil design efforts in a “Charrette Project” at the University of Notre Dame in partnership with Habitat for Humanity. The goal of the project was to create more affordable housing in the local community of Mishawaka. The team used engineering principles to evaluate and address the various challenges common with residential development projects, including site runoff and storage as well as transportation accessibility.
Project: Virginia Tech Trellis Structure
Industry Sponsor: Gannett Fleming
Course(s): CE 40701 & CE 40702 – Principles of Practice & Capstone Design
Students: Elena Poludnitcyna (MEng), Elizabeth DePaola, and Gregorio Sanz do Santamaria
Virginia Tech is designing a new mixed use development for its campus near the Potomac river in Alexandria, VA. The new development will include residential, office, retail, and educational facilities, and will replace an old retail development that previously existed in the area, which will generate a greater flow of wastewater. Therefore, per city requirements, the old wastewater will be replaced by a new pump station facility. The trellis structure that’s being designed will stand next to the pump station, integrating the structures into the new park and educational walkway. Our team, along with Gannett Fleming, will be focusing on the design of the structural elements of the trellis, particularly beams, columns, footings and battens. We also are going to design the frame connections using TEKLA Structures. During the Fall semester our team will focus on calculating the environmental loads acting on the trellis (gravity, seismic, ice, wind, wind on ice, etc.), modelling the trellis on SAP200, looking at load combinations to design the member sizes, and eventually design the foundation for the structure. Throughout the Spring semester, we will focus on designing the connections and going into the details of the overall trellis structure. We will also be using TEKLA and Revit for our design and cost estimation, as well as drawing our design in AutoCAD. We will be referencing IBC 2018, ASCE 7-16, and the Aluminum Design Manual2010 to perform our calculations throughout these two semesters. Along with all of these references and software, our team will be hand calculating everything. Our team plans on accomplishing all of these goals and if we have time, we may also begin working on shop drawings for our structure, cost estimation, and statement of special inspections.
