[PAGE 1] City Council Workshop Meeting Hybrid New Carrollton Municipal Center 6016 Princess Garden Parkway New Carrollton, MD 20784 Monday July 7, 2025, 7:00 PM Workshop Items for Discussion 1. Call to Order 2. Public Comments 3 min each 3. Council Announcements 10 min 4. Council Lessons from MML 5 min each 5. Ordinance to Allow Temporary Signage (Discussion) 15 min 6. Waiver for Home Accessibility Modifications (Discussion) 10 min 7. Harland Street Demo & Pool Fill 10 min 8. Trash-Curb Service 10 min 9. Mahoney Woods 10 min 10.Westfield Park & Oak Ln Discussion 10 min 11.Certified Bridge Construction Inspector Discussion 10 min 12.All Bridge Updates 10 min 13.Public Comments 3 min each 14.Motion to Adjourn-Move into Special Legislative Meeting Special Legislative Meeting Agenda 1. Call to Order 2. Non-Consent Agenda a. Certified Bridge Construction Inspection Motion: I move that the City Council of the City of New Carrollton approve ____________________________ as the certified bridge construction inspector for the Powhatan Street Bridge project for the City of New Carrollton. 3. Motion to Adjourn ________________________________________________________________________ PLEASE NOTE: This meeting of the City of New Carrollton Council will be a hybrid meeting. This means that you can attend in person, or virtually by using the below information. [PAGE 2] Google Meet Link City Council Workshop Meeting Monday, July 7 · 7:00 – 10:00pm Time zone: America/New_York Google Meet joining info Video call link: https://meet.google.com/nuz-hfia-eoj Or dial: (US) +1 408-831-1011 PIN: 568 618 459# More phone numbers: https://tel.meet/nuz-hfia-eoj?pin=3597029120139 If you would like to submit comments in writing please email Kaitlyn Schisler, at clerk@newcarrolltonmd.gov by 3:00 pm the day of the meeting. Comments are also welcome after any meeting. [PAGE 3] Reunión del taller del Ayuntamiento Híbrido Centro municipal de New Carrollton 6016 Princess Garden Parkway New Carrollton, MD 20784 7 de julio de 2025, 19:00 horas Temas del taller para debate 1. Llamar al orden 2. Comentarios públicos 3 min cada uno 3. Anuncios del Consejo 10 min 4. Lecciones del Consejo de MML 5 min cada uno 5. Ordenanza para permitir la señalización temporal (Discusión) 15 min 6. Exención para modificaciones de accesibilidad en el hogar (Discusión) 10 min 7. Demostración de Harland Street y llenado de la piscina 10 min 8. Servicio de recogida de basura en la acera 10 min 9. Bosques de Mahoney 10 min 10.Discusión sobre West Field Park y Oak Lane 10 min 11.Discusión sobre inspectores certificados de construcción de puentes 10 min 12.Todas las actualizaciones del puente 10 min 13.Comentarios públicos 3 minutos cada uno 14.Moción para aplazar la sesión y pasar a una reunión legislativa especial Agenda de la Reunión Legislativa Especial 1. Llamar al orden 2. Agenda sin consentimiento a. Inspección certificada de construcción de puentes Movimiento: Propongo que el Ayuntamiento de la Ciudad de New Carrollton apruebe ____________________________ comoInspector de construcción de puentes certificado para el proyecto del puente de la calle Powhatan para la ciudad de New Carrollton. 3. Moción de aplazamiento ___________________________________________________________________________ NOTA: Esta reunión del Consejo Municipal de New Carrollton será híbrida. Esto significa que puede asistir presencialmente o virtualmente utilizando la información a continuación. [PAGE 4] Enlace de Google Meet Reunión del taller del Ayuntamiento 7 de julio · 19:00 – 22:00 horas Zona horaria: América/Nueva York Información para unirse a Google Meet Enlace de videollamada: https://meet.google.com/nuz-hfia-eoj O marque: (EE. UU.) +1 408-831-1011 PIN: 568 618 459# Más números de teléfono: https://tel.meet/nuz-hfia-eoj?pin=3597029120139 Si desea enviar comentarios por escrito, envíe un correo electrónico a Kaitlyn Schisler a clerk@newcarrolltonmd.gov antes de las 15:00 h del día de la reunión. También se agradecen los comentarios después de la reunión. [PAGE 5] Réunion de l'atelier du conseil municipal Hybride Centre municipal de New Carrollton 6016 Princess Garden Parkway New Carrollton, MD 20784 7 juillet 2025, 19h00 Sujets de discussion de l'atelier 1. Appel à l'ordre 2. Commentaires publics 3 min chacun 3. Annonces du Conseil 10 min 4. Leçons du Conseil tirées de MML 5 min chacun 5. Ordonnance autorisant la signalisation temporaire (discussion) 15 min 6. Dérogation aux modifications d'accessibilité du domicile (discussion) 10 min 7. Démo et remplissage de piscine de Harland Street 10 min 8. Service de ramassage des ordures 10 min 9. Bois de Mahoney 10 min 10.Remplissage du parcours Vite de Westfield Playgrounds 10 min 11. Discussion sur l'inspecteur certifié en construction de ponts 10 min 12.Toutes les mises à jour du pont 10 min 13.Commentaires du public 3 minutes chacun 14.Motion d'ajournement - Déplacement en réunion législative extraordinaire Ordre du jour de la réunion législative spéciale 1. Appel à l'ordre 2. Ordre du jour sans consentement a. Inspection certifiée de la construction de ponts Mouvement: Je propose que le conseil municipal de la ville de New Carrollton approuve ____________________________ commeinspecteur certifié en construction de ponts pour le projet de pont de la rue Powhatan pour la ville de New Carrollton. 3. Motion d'ajournement ________________________________________________________________________ ATTENTION : Cette réunion du conseil municipal de New Carrollton sera une réunion hybride. Vous pouvez donc y assister en personne ou virtuellement en utilisant les informations ci-dessous. [PAGE 6] Lien Google Meet Réunion de l'atelier du conseil municipal 7 juillet · 19h00 – 22h00 Fuseau horaire : America/New_York Informations sur la participation à Google Meet Lien d'appel vidéo : https://meet.google.com/nuz-hfia-eoj Ou composez le : (US) +1 408-831-1011 PIN : 568 618 459# Plus de numéros de téléphone : https://tel.meet/nuz-hfia-eoj?pin=3597029120139 Si vous souhaitez soumettre vos commentaires par écrit, veuillez envoyer un courriel à Kaitlyn Schisler, à l'adresse clerk@newcarrolltonmd.gov, avant 15 h le jour de la réunion. Les commentaires sont également les bienvenus après chaque réunion. [PAGE 7] AN ORDINANCE TO ALLOW TEMPORARY SIGNAGE FOR EVENTS BY RESIDENTS WITHIN PUBLIC RIGHTS-OF-WAY OR ON TELEPHONE POLES UNDER LIMITED CONDITIONS WHEREAS, the City Council of New Carrollton seeks to support civic engagement and local events while maintaining the safety, cleanliness, and aesthetics of public spaces; and T WHEREAS, the City desires to permit temporary signage for local events under a fair and regulated process. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF NEW CARROLLTON, MARYLAND THAT: F SECTION 1. DEFINITIONS. For the purposes of this ordinance: A ● “Temporary Event Sign” means a sign advertising a time-limited event, posted for a short duration under a permit issued in accordance with this ordinance. ● “Right-of-Way” means publicly owned property used for streets, sidewalks, and public R utilities. ● “Resident” means a person whose primary domicile is located within the incorporated city limits of New Carrollton, Maryland. SEDCTION 2. PERMIT REQUIRED. A. No person shall post or cause to be posted any Temporary Event Sign within a public right-of-way or on telephone poles within the city limits of New Carrollton without first obtaining a Temporary Event Sign Permit issued by the City. B. The permit shall authorize the placement of Temporary Event Signs for a period not to exceed forty-eight (48) hours prior to the event being advertised. SECTION 3. APPLICATION REQUIREMENTS. A person seeking a Temporary Event Sign Permit must submit the following to the City: 1. A completed permit application form, as provided by the City; 2. A copy of a valid government-issued photo ID and one document establishing proof of residency in the City (such as a utility bill, lease, or voter registration card showing a New Carrollton address); 3. A description of the event being advertised; [PAGE 8] 4. The proposed dates and approximate locations for sign placement; 5. A non-refundable application fee of [$10] (or such other amount as may be set by the City Council by resolution). SECTION 4. PLACEMENT AND REMOVAL OF SIGNS. A. Signs may be posted only in compliance with the approved permit and may not obstruct traffic views, interfere with pedestrian or vehicular movement, Tor otherwise pose a hazard. B. All Temporary Event Signs must be removed within twenty-four (24) hours after the conclusion of the advertised event. C. Signs must be constructed of weather-resistanFt material and must include the name and contact information of the permit holder on the back or bottom corner. SECTION 5. PROHIBITIONS AND PENALTIES. A A. It is unlawful to: 1. Post signs without a valid permit; 2. Fail to remove signs within twenty-four (24) hours following the event. R B. Violations of this ordinance are subject to the following penalties: 1. A civil fine of $25 per unauthorized sign for posting without a permit; 2. A civil fine of $50 per sign for failure to remove signs within the required time. C. TDhe City reserves the right to remove any signs posted in violation of this ordinance at the permit holder's expense. SECTION 6. SEVERABILITY. If any section, provision, or clause of this ordinance is held invalid by a court of competent jurisdiction, such invalidity shall not affect the remaining portions of the ordinance. SECTION 7. EFFECTIVE DATE. This ordinance shall take effect (21) twenty one days after its adoption by the City Council. [PAGE 9] ORDINANCE NO. [XXXX] AN ORDINANCE AMENDING CHAPTER 41 OF THE NEW CARROLLTON CITY CODE TO PROVIDE FOR A WAIVER OF PERMIT FEES FOR HANDICAP ACCESSIBILITY IMPROVEMENTS UNDER CERTAIN CONDITIONS. WHEREAS, the City of New Carrollton recognizes the importance of making homes accessible for individuals with disabilities; and T WHEREAS, the City seeks to reduce barriers for homeowners and tenants who wish to improve accessibility in their residences; and F WHEREAS, it is in the interest of the public health, safety, and welfare to support measures that promote accessibility; NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF NEW CARROLLTON, MARYLAND, as foAllows: SECTION 1. AMENDMENT TO CHAPTER 41 Chapter 41 of the New Carrollton City Code is hereby amended to include the following: R § 41-XX. Waiver of Permit Fees for Accessibility Improvements. 1. Permit Fee Waiver: Any homeowner or tenant seeking to make their residential property more accessible for individuals with disabilities shall be eligible for a waiver of all permit Dfees associated with the required permits for such improvements. 2. Eligibility Requirements: ● The applicant must provide proof of disability, which may include: ● A letter from a licensed medical professional confirming the disability. ● Documentation from a government agency certifying the individual’s disability status. ● Proof of disability must be submitted at the time of the permit application. 3. Scope of Improvements: The following types of improvements may qualify for the permit fee waiver: ● Installation of ramps ● Widening of doorways ● Modification of bathrooms and kitchens for accessibility ● Any other improvements deemed necessary for accessibility by the City’s Building Official. [PAGE 10] 4. Application Process: The applicant shall complete the necessary application forms, provide required documentation, and submit them to the City’s Building Department. The Building Department shall verify the submitted proof of disability. 5. Limitations: This waiver applies only to permit fees and does not negate compliance with all other applicable codes and regulations. SECTION 2. SEVERABILITY T If any provision of this ordinance is held to be invalid, illegal, or unenforceable, the remaining provisions shall continue in full force and effect. F SECTION 3. EFFECTIVE DATE This ordinance shall take effect on [Insert Date], following its passage and approval. ENACTED THIS [INSERT DATE] DAAY OF [MONTH], [YEAR]. BY ORDER OF THE CITY COUNCIL OF NEW CARROLLTON, MARYLAND. R D [PAGE 59] Mahoney Woods-3D Rendering [PAGE 79] Consulting Engineers MARYLAND DISTRICT OF COLUMBIA PENNSYLVANIA June 2, 2025 CPJ Associates Saifuddin Ahmed, PE Public Sector Division Manager 6305 Ivy Lane, Suite 710 Greenbelt, Maryland 20770 RE: Powhatan Street Bridge Rehabilitation Dear Saifuddin Ahmed, PE: Brudis & Associates, Inc. (BAI) is pleased to submit this scope and budget to provide construction management and inspection services under the Powhatan Contract with Prince George’s County, Maryland; New Carrollton (20th) Election District. The budgeted term of work will be scheduled from NTP for a period of six (6) months; the cost & price breakdown are on the following pages. The staff for this project will be estimated as follows: BAI Title/Classification • Project Manager Daniel T. Lamb, PE, CCM • Project Manager James Good, PE, PMP, CQA • Bridge Inspector Henri Sanders, EIT (Team Leader) • Bridge Inspector Marc Sangebusch, EIT (Team Leader) • Bridge Inspector Rachael Temple, EIT • Construction Inspector Girum Gebregziabiher We are pleased to attach the qualifications of two project managers, Daniel T Lamb & Mike Good. Both individuals hold professional engineering degrees, equipping them with a foundation and civil engineering and bridge inspection principles and practices. The project manager role will be held either in the field or in the office as the manager supervises the overall performance of the BAI team. In addition, we would like to clarify the requirements for the bridge inspection team leaders as they pertain to our proposal. Typically, bridge inspections are conducted by teams of two (one team leader one inspector) for pre-inspection planning, inspection, and report preparation/QC; more details below. Also, within our proposal, we have included the cost of construction inspectors who will be on site every day, ensuring thorough reporting back to key stakeholders, and in accordance with FHWA guidelines, our approach only necessitates one designated team leader for each inspection. We are pleased to confirm that both Marc and Henri possess the requested qualifications to serve as team leaders for the inspection teams. (resumes attached) The team leaders will be called on to site at designated times due to their roles as they relate to only the pre inspection planning, inspection, and report preparation/QC. Our Bridge Inspection team will perform a hands-on inspection (HOI) in accordance with FHWA and SHA requirements. If the bridge is already open to traffic, the bridge deck will be inspected from the bridge walkway or shoulder. All other elements will receive a HOI element level inspection. The report will be opened in SHA's Structure Asset Management (SAM) system (using Bentley's AssetWise) as soon after the inspection as possible, but in no case will it be more than 48 hours after the inspection has been started. If the attached construction inspectors need to be replaced due to availability, a alternate resume with similar qualifications will be submitted for review and approval by project related stakeholders. 11000 Broken Land Parkway; Suite 450 Columbia, Maryland 21044 410-884-3607 http://www.brudis.com [PAGE 80] CPJ Associates Saifuddin Ahmed, PE Public Sector Division Manager 6305 Ivy Lane, Suite 710 Greenbelt, Maryland 20770 Our estimated budget for the proposed services is shown below. BAI estimates for this scope of services, man-hour estimate and cost & price summary. The total estimated budgeted amount for this work is in the amount of $258,630.00 BAI Title/Classification Estimated Hours Rate per Hour Estimated Cost Daniel Lamb, PE, CCM Project Manager 250 Hours $175.00 $43,750.00 James Good, PE, PM, CQA Project Manager 40 Hours $180.00 $7,200.00 Henri Sanders, EIT Team Leader / 80 Hours $128.00 $10,240.00 Bridge Inspector Marc Sangebusch, EIT Team Leader / Bridge 80 Hours $128.00 $10,240.00 Inspector Rachel Temple, EIT Bridge Inspector 1040 Hours $90.00 $93,600.00 Girum Gebregziabhier Construction Inspector 1040 Hours $90.00 $93,600.00 Total Estimated Cost: $258,630.00 Our estimate is in accordance with the RFP # 2025-10 Powhatan Street Bridge Rehabilitation Contract_Baseline_PS1.1 (Schedule) - (Dated (Run Date) 30-May-25 12:21) In addition, Brudis & Associates, Inc. (BAI) will not provide a final bridge certification; this service is provided by other(s), and final inspection by others. Also, we anticipate that this proposal will be valid for 30 days after date of submission. If you have any questions or require additional information, please contact me at 667-290-4059. We look forward to providing ongoing support for the bridge inspection work on this project. Very Truly Yours, BRUDIS & ASSOCIATES, INC. Daniel T. Lamb, PE, CCM Director, Construction Management Services Resumes Attached cc: Brandon Freeman, CPJ Haitham Hijazi, CPJ Mike Good, BAI Shayaq Amhed, BAI Ray Daghar, BAI File, BAI 9240 Rumsey Road; Suite C Columbia, Maryland 21045 410-884-3607 Fax 410-884-3609 http://www.brudis.com [PAGE 81] DANIEL T. LAMB, PE, CCM BRUDIS & ASSOCIATES, INC. DIRECTOR PROJECT ASSIGNMENT: Daniel Lamb currently serves as Director of the Construction Construction Management & Management & Inspection Division at Brudis & Associates, Inspection Inc. His inspection experience include the inspection of PROFESSIONAL REGISTRATION: mechanical systems, plumbing systems, electrical systems, 2022 / MD Registered Professional structural steel members, building finishes, horizontal and vertical concrete Engineer #59837 system, and underground site utilities. Prior work experience included over 10 2024 / Certified Construction years of experience in new construction, rehabilitation/reconstruction of existing Manager (CCM) # 503725255 tenant interiors for retail, commercial, public and private clients, and claim 2015 / MD General Contractor’s analysis. He has served in a management role for directing and maintaining land License #103935 development, building renovations (including tenant interiors and retail), new commercial construction, and construction management as Owners State of Maryland – Department of State Police – Office of the Fire Representative. Additionally, he has a working knowledge of design/build Marshal – Authorized Electrical operations, commercial construction operations, sustainable construction, Inspector – EI-1289 estimating and purchasing, and concrete and asphalt paving. Relevant projects include: EDUCATION: BAI EXPERIENCE BS / 2004 / Civil Engineering AS / 2002 / Civil Engineering Glen Burnie Renovations Construction Engineering & Inspection, Maryland Vehicle Administration, Glen Burnie, Maryland. Project Manager for technical 2011 / Certified Inspector of Sediment & Erosion Control support to the inspector, quality control of documentation, and task administration. #40588 Provided full-time staff augmentation for construction inspection, project management, and administrative support for the renovations and upgrade of the MVA facilities. 2007 / OSHA 30-Hour Construction Inspected the work performed by assorted contractor trades onsite, maintaining daily Outreach Training #600178365 progress field inspection reports with progress photos, and performing inspections 2008 / OSHA 10-Hour Construction necessary during construction to ensure work complies with the contract plans. Outreach Training #001990950 Maryland Aviation Administration Construction Management & Inspection CPR Certified #1761362 Services, BWI Thurgood Marshall Airport. QA/QC Manager responsible for oversight of Public Notary construction management and inspection (CMI) services for highways, facilities, environmental, utilities, and maintenance projects. CMI services included checking RELEVANT EXPERIENCE: construction stakeout, calculating quantities, inspecting on-site materials, plant testing, 20+ Years of Experience materials sampling and testing, final measurements of completed work, quality assurance testing, approval of contractor quality control plan, and quality control plan compliance. Provided project and personnel oversight/staffing, as-built certification, client interface, billing, safety training, technical certification training/renewal guidance, construction claims and quality assurance. The project also included building permit reviews and inspections for electrical, mechanical, plumbing, civil and structural disciplines, and fire protection inspections and compliance. Construction Management & Inspection, SHA Traffic Operation Division. QA/QC Manager for the oversight and staffing to provide professional construction management and inspection services of highways, bridges/structures, facilities, environment, utilities, system preservation projects, and maintenance projects. Services included constructability reviews, detailed inspection of all construction work, inspecting environmental measures and maintenance of traffic, scheduling and conducting progress meetings and other meetings, materials testing, monitoring project schedules and cash flow, and review/process of progress payments. Statewide Construction Inspection of Traffic Control Devices, SHA. QA/QC Manager for oversight of construction inspection services that involved traffic signal installations, signing and lighting improvements, pedestrian signals, ADA compliance upgrades, ITS installations (DMS, CCTV and speed enforcement), ADA ramps, curb, gutter, roadway, intersection control beacon installations, overhead sign structures, electrical service equipment, inspection of foundations, structures, conduit, loop detectors, cables, luminaries, controllers and cabinets. Harford County - Construction and Program Management Services. Construction Management Team Leader for multiple projects funded under Harford County Government. Responsibilities include RFP preparation, contract administration, design consultant management, and construction management and inspection services. The primary intent of this contract is to inspect the SWM facilities at local Harford County Projects such as bridge, culvert, road bank, stream bank and other highway related repairs. Typical assignments will require the preparation of daily reports, review of contract plans, specifications and bid documents, [PAGE 82] preparation and report with recommendations. Other task assignments include: SWM retrofits, SWN inspections within current construction projects, calculating quantities, on site material inspecting, and final measurements of completed work. Ft. Smallwood Park Ph II CMI, Anne Arundel County DPW. Construction Inspector for improvements including the restoration of a concession stand, and addition of new amenities: comfort station/concession stand and a maintenance building. Also inspected the work to construct new well and water treatment facilities, new BAT units and septic fields, and demolish the existing maintenance building and wastewater treatment facility. Performed a constructability review of the plans & specifications, reviewed the progress schedule, shop drawing submittals, and consulted with the County and designer concerning acceptability. Provided on- site materials inspections and observed the progress/quality of the work performed. Attended regular meetings with the Contractor, served as the County’s liaison with the Contractor, and completed/maintained Inspectors Daily Reports (IDRs) and a project diary Construction Management & Inspection Services – Glycol Dump Relocation, MAA. Construction Inspector provided CMI services for the Glycol Dum Relocation project located at BWI Airport. The project work included the construction of two glycol recovery vehicle dump pits, including cast-in-place concrete structures, submersible pumps and associated piping, miscellaneous mechanical equipment, associated electrical improvements, and a prefabricated control booth. Performed full-time, detailed inspection of all construction work to assure quality workmanship in conformance with contract requirements. Construction inspection will include but may not be limited to checking construction stakeout and grades, calculating quantities, inspecting on- site materials, sampling and materials testing, soil compaction tests, and final measurements of the completed work Construction and Program Management Services, Charles County DPW. Construction Management Team Leader for multiple projects funded under Charles County Government’s Enhanced Transportation Capital Improvement Program. Responsibilities include RFP preparation, contract administration, design consultant management, and construction manage it for major roadway and stormwater management retrofit projects. Task assignments include: SWM retrofits, SWN inspections within current construction projects, calculating quantities, on site material inspecting, and final measurements of completed work. PRIOR BAI EXPERIENCE Comprehensive Construction Management and Inspection Services, Baltimore/Washington International, Thurgood Marshall (BWI), and Martin State Airports, Maryland Aviation Administration. Construction Manager for oversight of the construction management and inspection services, constructability reviews, materials and quality assurance testing, project controls, project documentation, final inspections, start-up and commissioning, as-built documentation, project closeout support, and agency coordination. Reviewed contract documents and coordinated with the architect/engineer and provided feedback, completed shop drawing reviews, verified material quantities and their delivery, and provided QA/QC. Enforced safety practices for workman, materials, and equipment; and compliance with all federal, state and local laws, governing authorities, statutes, ordinances, rules and regulations, including OSHA and MAA equivalent standards, reported violations to hold the party accountable. Also responsible for review of progress payments as it related to the actual work, resolved disputes as necessary, reviewed and provided feedback for the ongoing project schedule, and ensured sufficient staffing on the job to avoid project delays. These services were provided for a variety of projects in the airport's capital improvement program under an on-call agreement. Airfield Lighting Vault Relocation (ALV) at BWI Marshall MAA-CO-22-002 I worked on the airfield lighting vault relocation at BWI Airport, a significant project valued at $24 million with a duration of 580 calendar days. The scope of work included the installation of a 70' x 100' concrete and brick building, complemented by a 30-foot-wide hot mix asphalt apron made of bituminous asphalt on all four sides, along with vehicle service roads that connected the apron to existing service routes. Additionally, the project involved installing underground duct banks and conduits for incoming electrical power, fiber optics, communication, outgoing power for airfield circuits, and the icing facilities, complete with grounding and lightning protection. My responsibilities extended to reviewing contract documents and coordinating design elements with architects and engineers, ensuring effective communication with all involved parties. I meticulously assessed the scope of work, evaluated shop drawings and submittals, and ensured the accurate delivery of material quantities while upholding rigorous quality assurance and quality control standards. I enforced safety policies concerning workmen, materials, and equipment, and managed all changes within the contract documents, ensuring compliance with federal, state, and local regulations, including OSHA standards applicable to the airport. My proactive approach facilitated project awareness and resource allocation, allowing me to prevent any potential delays and maintain the project's momentum. Corporate Hangar Stormwater System Improvements, Martin State Airport (MTN), Baltimore, Maryland. [PAGE 83] During my tenure with the Maryland Aviation Administration as a Construction Manager/Inspector and Coordinator, total project value at $4,100,000.00 with a contract duration of 265 calendar days. I played a pivotal role in overseeing the construction management and inspection processes for this project. My responsibilities encompassed a thorough review of contract documents, coordination of design elements with architects and engineers, and effective communication with all involved parties. I meticulously assessed the scope of work, evaluated shop drawings and submittals, and ensured the accurate delivery of material quantities, all while upholding rigorous quality assurance and quality control standards. I enforced safety policies related to workmen, materials, and equipment, and managed changes to contract documents, ensuring compliance with federal, state, and local regulations, including OSHA standards. My proactive approach facilitated project awareness and resource allocation to prevent delays, while my inspections verified tradesmen's skills and adherence to safety and health requirements. Notably, I provided construction management and inspection services for a complex stormwater management system at Martin State Airport, navigating the challenges posed by existing infrastructure. This involved coordinating with local utility companies and managing design changes to maintain contract compliance while successfully implementing new stormwater pipes, waterlines, and oil-water separators. My commitment to professionalism and diligence was instrumental in delivering projects that met both regulatory standards and operational needs. Remote Transmitter/Reciever (RTR) Relocation Infrasturure at Baltimore/Washington International Thurgood Marshall Airport (BWI) I served as a construction manager for the Maryland Aviation Administration on the Remote Transmitter and Receiving Tower (RTR) project at Baltimore/Washington International (BWI) Airport. This project, managed by the Federal Aviation Administration (FAA), involved the installation of a 21' x 30' concrete shelter building and a 37-foot high steel antenna tower, along with associated infrastructure. The tower's platform measured 16 feet wide by 20 feet long and included an underground duct bank for electrical power and fiber optics, as well as grounding and lightning protection systems. My role encompassed overseeing the construction and inspection processes, which included the installation of a new 50 kVA transformer, outdoor power distribution rack, and the excavation and placement of concrete footings for both the shelter and antenna tower. I also managed site grading, stormwater facilities, and the installation of a wind cone and foundation with segmented circle markers for aircraft guidance. Throughout the project, I meticulously reviewed contract documents, coordinated design elements, and ensured the accuracy of shop drawings and material deliveries. The total contract value was $5.5 million, with a construction timeline of 365 calendar days. My involvement was pivotal to the successful execution of this complex aviation infrastructure project. Midfield Cargo – Vehicle Service Road (VSR) I served as the construction manager for the Midfield Cargo Vehicle Service Road project adjacent to the Amazon sorting facility and airplane terminal. This project, valued at $3.1 million and scheduled for completion within 180 calendar days, involved providing comprehensive construction management and inspection services. My responsibilities included overseeing the entire construction process, coordinating closely with architects and engineers to ensure alignment with design specifications. I actively communicated with all parties involved, reviewing contract documents and the scope of work, as well as evaluating and providing feedback on shop drawing submittals. Throughout the project, I managed the ongoing schedule, resolved disputes as they arose, and reported any violations, holding all parties accountable while enforcing compliance with federal, state, and local regulations, including OSHA standards and Maryland Aviation Administration provisions. I worked diligently and professionally to maintain project awareness, ensuring an adequate workforce was present to prevent delays. My oversight included supervising various construction activities such as asphalt paving, demolition, base course installation, Portland cement concrete construction (P501), pavement marking installation, and the removal and relocation of waterlines and fire hydrants. Through effective communication and respect for tasks, I upheld the quality of the construction while prioritizing safety on site. Midfield Cargo – Airline Maintenance Facility and Taxiway F at Baltimore/Washington Internaitional Thurgood Marshall Airport (BWI): I was responsible for overseeing the construction management and inspection process for a $4 million project at the Maryland Aviation Administration at BWI Airport, which included Taxiway F and the Airline Maintenance Facility for Southwest Airlines. My role involved reviewing and managing contract documents, coordinating with design teams, [PAGE 84] architects, and engineers, and effectively communicating with stakeholders to provide feedback throughout the project. I meticulously reviewed the scope of work and offered insights on all shop drawings and submittals. Additionally, I verified material quantities and deliveries while ensuring quality assurance and quality control, all while enforcing stringent safety practices for personnel, materials, and equipment. My responsibilities extended to supervising the clearing and grubbing of approximately 1,700,000 cubic yards of excavated and stockpiled material, as well as overseeing the placement of topsoil, landscaping, and the construction of security fences and gates. I managed site preparation and the renewal of various asphalt and concrete pavements on existing taxiways, alongside the rehabilitation of storm drain systems, potable water services, sanitary sewers, electrical services, and communication systems. Furthermore, I oversaw the relocation of the Federal Aviation Authority's concrete duct, as well as airfield electrical lighting and fiber optic services, ensuring all aspects of the project were executed to the highest standards. Prior BAI and MBI Projects: A Plus Carpet and Flooring, Tenant Interiors, Columbia, Maryland. $259,000, 11,000 SF (Design Build) Arumdaun Senior Daycare, Tenant Interiors, Columbia, Maryland. $475,000, 10,000 SF (Design Build) Snowden River South - 3 Base Buildings, New Buildings, Columbia, Maryland. $6,900,000, 60,000 SF (Design Build) Soldier Fit - Fitness Center, Tenant Interiors, Columbia, Maryland. $150,000, 10,000 SF Cross Fit Columbia Cove – Fitness, Tenant Interiors, Columbia, Maryland. $175,000, 10,000 SF Benchmark Motors – Automotive, Tenant Interiors, Columbia, Maryland. $350,000, 9,000 SF (Design Build) Stone Wood - Parking Lot, Design/Build - Exterior, Columbia, Maryland. $250,000, 10,000 SF Fort McHenry National Monument, Design/Build, New Building, Baltimore, Maryland. $7,100,000, 18,000 SF H. Carl Moultrie Courthouse, Renovation, Washington, D.C. $2,300,000, 11,000 SF Washington Sports Club – Kalorama, Tenant Interiors, Washington, D.C. $3,200,000, 33,000 SF Addison Elementary School, Restoration & Renovation, Washington, D.C. $5,200,000, 16,750 SF Building # 200 Washington Navy Yard, Office Suites, Washington DC $10,250,000, 50,000 SF (Design Build) Restore and Modernize Hubbard, Design/Build Restoration & U.S. Naval Academy, Annapolis Hall Renovation, Maryland. $13,500,000, 35,000 SF (Design Build) Hotel Motel Monaco, Restoration & Renovation, Alexandria, Virginia. $26,000,000, 198,299 SF New Shiloh Village Senior Living, New Building, Baltimore, Maryland. $7,100,000, 80,280 SF Cove Point Apartments – Senior Living, New Building, Dundalk, Maryland. $6,700,000, 98,000 SF Cove Point Apartments II – Senior Living, Phase 2, Second Building, New Building, Dundalk, Maryland. $3,100,000, 50,000 SF Previous Work History The Sanford Companies, Private Development Company, Commercial Construction Manager. Developed land in Howard County, Anne Arundel County, Baltimore County, and Washington D.C. Directed the commercial construction department, establishing relationships with county personnel. January 2, 2014 - March 23, 2015 Thomas Archer Construction, Construction Manager. Served as a management source for directing and maintaining design/build operations, commercial construction operations, sustainable construction, estimating and purchasing, and concrete and asphalt paving. June 2010 - December 2013 Forrester Construction Company, Construction Manager. Serve as a management source for maintaining construction activities on commercial job sites. May 2007 - June 2010 [PAGE 85] The Whiting-Turner Contracting Company, Project Engineer/Project Manager. Serve as the primary management source for directing job site responsibilities at both commercial and residential construction sites. December 2004 - May 2007 Resume Updated: 7/12/2024 Date of Hire: 7/2024 BAI Experience: <1 year Prior Experience: 20 years Community Activities • Cold Weather Shelter • Volunteer for Christ Memorial Presbyterian Church (CMPC) • Serve as a Property Committee Member for Christ memorial Presbyterian Church (CMPC) • Serve as a kitchen Staff Leader and Volunteer at Christ memorial Presbyterian Church (CMPC) • Serve as a Helper for Summer Vacation Bible School Camp at Christ Memorial Presbyterian Church (CMPC) Continuing Education/Training • Certified Construction Manager (CCM) • Active Shooter Awareness in public locations • SIDA – Safe Driving on Taxiways • BWI/MTN – Airfield Safety Training • AED Safety Training Honors and Awards • Maryland Member of Phi Sigma Theta National Honor Society. • Member of the Montgomery College Engineering Club, team leader. Presentations • Maryland Aviation Administration Weekly Construction Progress Brief • Maryland Aviation Administration Schedule Review Presentation • Progress Meetings as it relates to project status at the Maryland Aviation Administration Continuing Education/Training • Cold Stress in the Workplace, 3/1/2023 • Confined Space Awareness, 3/8/2023 • Construction Safety, 2/28/2023 • Distracted Driver, 3/2/2023 • Driver Safety, 3/2/2023 • Electrical Safety for Construction, 3/4/2023 • Excavation and Trenching, 3/3/2023 • Fall Protection, 3/7/2023 • Fire Safety, 3/2/2023 • Globally Harmonized System, 3/2/2023 • Health and Safety Orientation, 3/8/2023 • Hearing Conservation, 3/4/2023 [PAGE 86] • Heat Stress in the Workplace, 3/1/2023 • Ladder Safety, 3/4/2023 • Lockout/Tagout for Construction, 3/9/2023 • Mobile Elevated Work Platform Safety, 4/1/2023 • Night Classes for the Fundamental of Engineering License • Traffic Control Manager with the State Highway Administration • Personal Protective Equipment, 2/28/2023 • Portable Fire Extinguishers, 3/2/2023 • Respiratory Protection, 3/8/2023 • Silica Awareness for Construction, 3/8/2023 • Slips, Trips and Falls in the Construction Industry, 2/28/2023 • Stop, Look, Assess, and Manage (SLAM) the Field Training, 2/28/2023 • Stop, Look, Assess, and Manage (SLAM) the Office Training, 3/9/2023 • Vehicle Backing Safety, 6/12/2023 Computer Skills • Accubid Estimating • Microsoft Excel • Primavera Project Scheduling • Adobe Acrobat Professional • Microsoft Office Suite • Prolog • Adobe Premiere • Microsoft Project • Timberline Estimating • Bentley ProjectWise • Photo Editor • Primavera PM Tools suite and • FastTrack Scheduler • Primavera Expedition MS Access [PAGE 87] J. MICHAEL GOOD, PE, PMP, CQA, CBSI BRUDIS & ASSOCIATES, INC. DIRECTOR, STRUCTURES & BRIDGE DEPARTMENT PROJECT ASSIGNMENT: Structural Engineering Mr. Good is a Professional Engineer and Project Manager with over 30 years of extensive and diverse experience in project management and PROFESSIONAL REGISTRATION: quality control; new and rehabilitative bridge design; and bridge 1998 / Maryland Registered inspection, including element level hands-on condition assessment in Professional Engineer #23457 accordance with the National Bridge Inspection Standards (NBIS), Structure 2003 / West Virginia Registered Inventory and Appraisal (SI&A) criteria, and Pontis. He is experienced in Professional Engineer #015770 value engineering, repair and rehabilitation of vertical structures, and 2005 / Virginia Registered construction management. Responsibilities include transportation project Professional Engineer #041537 development; project management, including schedule and budget 2005 / D.C. Registered Professional oversight; quality assurance and quality control (QA/QC); structural design Engineer #PE901595 and bridge inspection oversight; design team development; subconsultant 2008 / Pennsylvania Registered coordination; proposal development; invoicing; client interaction and Professional Engineer #PE076136 support. Relevant projects include: 2008 / North Carolina Registered BRIDGE INSPECTION & LOAD RATING Professional Engineer #034589 VDOT, Safety Inspections of Highway Structures and Bridges in the NOVA 2010 / Delaware Registered Professional Engineer #16839 District (#52257), Oversee and coordinate inspection of highway bridges in the Northern Virginia (NOVA) district. Work includes coordination of 2015 / Ohio Registered shoulder and lane closure permits, maintenance of traffic (MOT), access Professional Engineer #79894 equipment; inspection team management; quality control review of 2016 / New Jersey Registered reports prepared using VDOT’s InspectX online reporting program. Professional Engineer Coordinate work with prime consultant (Volkert). (3/25 – Present) #24GE05266000 2019 / South Carolina Registered City of Frederick, MD: Minor Bridge Inspections, Coordinate inspection and Professional Engineer #36929 load rating of 3 minor bridges and 5 miscellaneous structures within the 2011 / Project Management City of Frederick, Maryland. One bridge structure has a concrete slab Professional (PMP), #1416308 superstructure, while the other two have glue-laminated timber slab superstructures. Oversee the inspection activities and provide QC of 2022 / ASQ Certified Quality Auditor (CQA), #73118 reports and load rating calculations. (7/24 – 11/23) Washington County, MD: 2024 Minor Bridge Inspections (PUR-1421), EDUCATION & TRAINING: Coordinate inspection of 200 minor bridges and 5 miscellaneous structures BS / 1993 / Architectural, Civil throughout Washington County, including QA/QC of inspection reports and Engineering subconsultant oversight. Prepare Letters of concern and perform load Inspection Training: ratings as needed based on inspection findings. Miscellaneous structures • NHI-130053: Bridge Inspection include a prefabricated pedestrian bridge, two bridges on airport Refresher Training (5/23) runways/taxiways crossing local roads, and an historic masonry arch • NHI-130055: Safety Inspection of bridge. (4/24 – 11/23) In-Service Bridges • NHI-130078: Fracture Critical Bridge Condition Inspections for State, County and Local Bridges (BCS Inspection Training 2020-04D), MDOT/SHA, City of Baltimore, Garrett County, Worchester • NHI-130087: Inspection and County, Maryland. Project Manager for coordination of inspection Maintenance of Ancillary activities including routine biennial bridge safety inspections of bridges Highway Structures throughout the City of Baltimore, Garrett County, Worcester County. Work • NHI-130091: Underwater Bridge included NBIS hands-on inspection and documentation of bridge decks, Inspection superstructures, and substructures; railroad coordination; maintenance of • NHI-130110: Tunnel Safety traffic coordination; access equipment coordination; use of Underbridge Inspection Access Vehicles (“snoopers”) and bucket trucks to reach structural • PennDOT certified CBSI [PAGE 88] members. Provided QC of field data and inspection reports generated using Bentley’s AssetWise prior to submitting them for approval. (4/22 – 11/23) EDUCATION & TRAINING (cont): Roadway Worker Protection Bridge Condition Inspections for State, County and Local Bridges (BCS 2020- Training: 04J), MDOT/SHA, Howard, Anne Arundel, and Washington Counties, Maryland. Project Manager for coordination of inspection activities • Amtrak including routine biennial bridge safety inspections of bridges throughout • WMATA Howard, Anne Arundel & Washington Counties, Maryland. Work includes • CSX • NS NBIS hands-on inspection and documentation of bridge decks, • MTA Metro superstructures, and substructures. Provide QC of field data and inspection • MTA Light Rail (Onsite reports generated using Bentley’s AssetWise prior to submitting them to Coordinator) the County for approval. Work also includes coordination of the inspection OSHA Training: of a 28-span bridge in Anne Arundel County involving lane closures, coordination with USCG and underside inspection from bucket boat. (4/22 • 30-Hour Training for – 11/23) Construction • 10 Hour Training for Bridge Condition and Inspection (21-FQ19172-INFR-012), Washington Area Construction (OEC-7056161) Metropolitan Transportation Authority (WMATA). Project Manager / • Confined Space Entry Training Inspection Team Leader for routine annual bridge safety inspections of (CFR1910.146, Entrant, workhorse, pedestrian and complex aerial structures in the WMATA Attendant, Supervisor) electrified rail system, which consists of 162 bridges, 1,515 spans that total • Fall Protection Training more than 27 miles in length. Aerial structures consist of direct fixation Other Training: tracks on concrete decks over steel girders, fracture critical steel box • MDOT MSHA Temporary Traffic girders, post-tensioned cast-in-place girders, precast concrete segmental Control Manager girders and precast AASHTO box girders. Work includes NBIS hands-on • CPR inspection and documentation of bridge decks, superstructures, • First Aid substructures and track works, and employs confined space operations, as well as dye penetrant testing, when needed. High Reach, Aspen Aerial and RELEVANT EXPERIENCE: Catenary Maintenance vehicles are being employed to reach structural 30 Years of Experience members. Provide QC of field data, defect tickets and inspection reports generated using Bentley’s AssetWise prior to uploading them to SharePoint for final QC by Prime Consultant. Oversee and provide QC review of load rated structures, including concrete slab transfer structure, precast concrete tunnel bridge (elevated precast tunnel sections carrying trains in tunnel and vehicles on top), 3-span concrete slab bridge on pier columns Participate in weekly project coordination calls. (9/21 – 11/23) County Bridge Inspection, Pennsylvania Department of Transportation (PennDOT) District 6-0, Bucks & Montgomery Counties, Pennsylvania (E05687). Project Manager / Inspection Team Leader responsible for the inspection of bridges and preparation of reports for county-owned bridges throughout Bucks and Montgomery Counties. Duties include project oversight, coordination of inspection activities and providing quality control review of field data and inspection reports. Review field data (field notes, digital photos, photo logs, locally- required field forms, etc.) and provide QC of inspection reports (narrative and iForms). (7/23 – 11/23) County Bridge Inspection, Pennsylvania Department of Transportation (PennDOT) District 2-0, Mifflin County, Pennsylvania (E04933). Project Manager / Inspection Team Leader who oversaw the NBIS hands-on bridge inspection and reported preparation for county-owned bridges in Mifflin County, PA. Duties include project oversight, coordination of inspection activities and providing quality control review of field data and inspection reports. Review field data (field notes, digital photos, photo logs, locally-required field forms, etc.) and provide QC of inspection reports (narrative and iForms). Oversee and perform post-flood inspections, including reporting in PennDOT’s BMS2. (4/21 – 11/23) County Bridge Inspection, Pennsylvania Department of Transportation (PennDOT) District 6-0, Chester County, Pennsylvania (L00077). Project Manager / Inspection Team Leader responsible for the inspections of approximately 95 bridges and preparation of reports for county-owned bridges throughout Chester County. Duties include project oversight, coordination of inspection activities and providing quality control review of field [PAGE 89] data and inspection reports. Review field data (field notes, digital photos, photo logs, locally-required field forms, etc.) and provide QC of inspection reports (narrative and iForms). Oversee and perform post-flood inspections, including reporting in PennDOT’s BMS2. (7/19 – 11/23) NBIS Bridge Inspections, Pennsylvania Department of Transportation (PennDOT) Pennsylvania Statewide Local Bridges (E04359). Project Manager / Inspection Team Leader who performed routine, interim and special NBIS hands-on inspection of PennDOT’s locally-owned structures, ranging from < 8’ concrete box culverts, single- and multi-span bridges with multibeam steel girders, prestressed concrete box beams, closed spandrel concrete arches on rural local and State Park and Forest roads, to Harrisburg’s historic State Street Bridge. Provide QC of field data and inspection reports prior to uploading them to BMS2. Inspection includes District 4-0 (Scranton and Wyoming County) and PA Department of Conservation and Natural Resources (DCNR). (7/19 – 6/21) Aerial Structure Inspection (19-FQ15191-TRST-002), Washington Area Metropolitan Transportation Authority (WMATA). Project Manager / Team Leader who coordinated CCJM inspection activities. Performed routine annual bridge safety inspections of complex aerial structures in the WMATA electrified rail system, which consists of 162 bridges, 1,515 spans that total more than 27 miles in length. Aerial structures consist of direct fixation tracks on concrete decks over steel girders, fracture critical steel box girders, post-tensioned cast-in-place girders, precast concrete segmental girders and precast AASHTO box girders. Work included NBIS hands-on inspection and documentation of bridge decks, superstructures, substructures and track works for WMATA’s priority structures, and employs confined space operations, as well as dye penetrant testing, when needed. High Reach, Aspen Aerial and Catenary Maintenance vehicles were employed to reach structural members. Provided QC of field data, inspection reports and defect tickets prior to uploading them to SharePoint. Participated in weekly project coordination calls. (6/19 – 4/21) NBIS Local Inspections, Pennsylvania Department of Transportation (PennDOT) District 2-0, McKean County, Pennsylvania (E03342). Project Manager / Inspection Team Leader responsible for the annual and biennial inspections of approximately 130 structures ranging from culverts to multi-span bridges located on local roads throughout McKean County, PA. Duties included performing inspections to evaluate the conditions of the structures and to update the inspection reports including a bridge load capacity rating/re-rating and/or posting evaluation and recommendation as warranted. Organizedd field data (field notes, digital photos, photo logs, locally required field forms, etc.) and prepared inspection reports (narrative and iForms). (6/19 – 5/20) Harrison Street Bridge Inspection & Load Rating, Evans City Borough. Project Manager who performed initial inspection of 16-foot-long bridge consisting of 44 adjacent prestressed concrete box beams on masonry and reinforced concrete abutments. Documented findings in field notes and with digital photos. Provided guidance and QC for preparation and load rating of structure. (3/19 – 9/19) Culvert Inspection, City of Manassas Park, Virginia. Team Leader who conducted hands-on NBIS Inspection of and prepared Inspection Reports for three culverts in the City of Manassas, Park, Virginia. (5/18) Deck Surveys, MDTA Contract AE-2793 Comprehensive Design Services, Baltimore, Maryland. Task Manager/Team Leader who coordinated and performed deck surveys for 8 bridges at the interchange between I- 95, I-395 and MD 295 in Baltimore, MD. Included permitting and coordination of maintenance of traffic for partial and full ramp closures. Used chain drag and other sounding methods to identify areas of potential delamination between the structural deck and the concrete overlay. Coordinated locations for obtaining deck core samples with coring subconsultant, using GPR to identify subsurface rebar locations. Core samples were forwarded to laboratory for petrographic analysis and testing for ASR & DEF. Provided detailed reports to client describing our observations, analysis and interpretation of laboratory testing, and recommendations for repairs. (11/17 – 9/18) Task 4: Inspection of the Bridges on Baltimore’s Central Light Rail Line, MTA 1368-A, Baltimore, Maryland. Task Manager who prepared task proposal, schedule, and Quality Management Plan. Oversaw element level inspection of 28 bridges on MTA’s Central Light Rail Line in Baltimore, Maryland, including JV Partner and subconsultants. Managed budget, schedule, subconsultants and subcontractors, including DBE requirements. Prepared contract supplements and coordinated subconsultant contract and insurance modifications, as needed. Task included element level inspection, fracture critical inspection, reporting using Bentley InspectTech’s online reporting [PAGE 90] program, schedule maintenance, and coordination with Amtrak and CSX for Right-of-Entry to inspect bridges crossing their properties. Performed QC reviews of reports, including QA of JV and subconsultant reports. (9/17 – 5/19) Biennial Bridge Inspections, Hudson Bergen Light Rail Transit, Jersey City & Bayonne, New Jersey. Team Leader who inspected light rail bridges in Jersey City and Bayonne, New Jersey, consisting of straight, curved and splayed girder configurations crossing multiple streets and privately-owned commercial properties; coordinated maintenance of traffic operations and off-duty police presence; coordinated with private property owners for access. Identified crack in the web of a fracture critical member, notified client immediately, and obtained data necessary for effecting a repair. (1/14 – 5/14) 8920 Dogwood Road Culvert Inspection, Baltimore Gas & Electric (BGE) Company, Baltimore County, Maryland. Task Manager who prepared task proposal, led the inspection, and performed quality control check of the inspection report for a 3-cell reinforced concrete pipe culvert carrying a privately owned driveway over an unnamed branch of Brice Run, which BGE uses to access remote areas of their power and gas supply lines. (5/13) Ritter Road Bridge Inspection, Baltimore Gas & Electric (BGE) Company, Baltimore County, Maryland. Task Manager who prepared task proposal and performed quality control check on report for the inspection of a rolled steel beam bridge carrying a privately owned driveway over Dogwood Run, which BGE uses to access remote areas of their power and gas supply lines. (5/13) Connecticut River Mainline (CRML) Bridge Inspection, MassDOT Rail and Transit, West Central Massachusetts. Quality Control Manager who provided detailed quality control review of inspection reports for inspection of bridges on the CRML railroad line through west central Massachusetts. Also provided consultation on an as- needed basis for development of procedures for special inspections of bridge substructures and superstructures. (12/17 – 3/18) Inspection Report Quality Assurance Review, MDTA Contract AE-2544 Comprehensive Design Services. Task Manager/Project Engineer who provided Quality Assurance review on behalf of MDTA for biennial bridge inspection reports, interim high mast light inspection reports, and interim sign structure inspection reports, on various facilities owned by the Maryland Transportation Authority. Reports were prepared by other consultants under the MDTA’s On-Call Bridge Inspection contract, and QA review comments were submitted in ASIR (MDTA’s Asset Management Database). (1/14 – 12/15) Audit Inspection of Bridge B-X703001, MDTA Contract AE-2544 Comprehensive Design Services. Task Manager Coordinated the Audit Inspection of Bridge B-X703001, a 4-span steel multi-girder bridge on I-95 over Gunpowder Falls, including obtaining lane closure permits and securing bridge access equipment. Conducted onsite review of conditions observed by the inspection team; developed letters of concern with recommended repairs to address cracked welds not previously identified during biennial inspection; performed quality control review of findings and report, and ensured that reported findings were uploaded in ASIR (MDTA’s Asset Management Database). (9/15 – 11/15) Development of Underwater Inspection Methodology for the Potomac Piers on the Chesapeake Bay Bridge, MDTA Contract AE-2544 Comprehensive Design Services. Task Manager who provided management of budget and schedule for subconsultant during the development of underwater inspection techniques to provide accurate and repeatable reporting of defects on the Potomac Piers on both spans of the William Preston Lane Memorial Bridge on U.S. 50 over the Chesapeake Bay. Also managed the development of loading and application of defects for use in Finite Element Analysis of the Potomac Piers. (10/11 – 7/13) NBIS Bridge Inspection, City of Baltimore 2009 Bridge Inspection Program (BC #1105), City of Baltimore, Maryland. Project Manager who prepared proposals and oversaw the NBIS inspection of 305 City-owned bridges throughout Baltimore and the surrounding area, including the underwater inspection of 28 bridges; inspection of 16 bridges over MTA’s Light Rail, 20 bridges over Amtrak’s Northeast Corridor, 48 bridges over CSX/NS freight lines; and three additional load rating and structural repair design tasks. Managed budgets, schedules, coordinated with DOT and railroad agencies, subconsultants and subcontractors, including ensuring DBE requirements were met. Prepared [PAGE 91] contract supplements and coordinated subconsultant contract and insurance modifications, as needed. (10/09 – 6/13) Task No. 1: NBIS Bridge Inspection. Coordinated and oversaw up to 3 teams performing NBIS hands-on inspection of 305 City-owned bridges within the City of Baltimore and in the surrounding areas. Performed detailed quality control reviews of the reports before submitting them to the City using Bentley’s InspectTech (now Assetwise). (10/09 – 6/13) Task No. 2: Pennington Avenue Emergency Bridge Repairs. The northbound side of the Pennington Avenue drawbridge was undergoing repairs, and the bascule spans were raised, while all traffic was diverted onto the southbound bridge. When a local traffic report indicated that a tanker truck had gone partially over the side of and impacted the upraised bascule span, I diverted one of my inspection teams immediately to that location and called the City (who was not even aware of the situation!) to begin coordination. Our team was the first onsite and performed a cursory inspection of the damage. Finding no significant damage to the upraised northbound span, operations to remove the truck began. However, while onsite, the team observed excessive corrosion in the metal grid deck near the shoulder of the southbound bascule span. Upon reaching the site, I coordinated with the bridge operator, and barrels were placed over the damaged area as a warning to drivers. Our team followed up with a detailed inspection of the southbound bascule spans, and found that the corrosion to the metal grid deck was much more extensive than previously thought, as well as finding failed welds between the stringers and girders, making the bridge unsafe for travel. We designed emergency repairs consisting of 1-inch thick steel plates with beveled edges and J-hooks to allow traffic to remain on the bridge until the permanent repairs already planned for the southbound bridge could be performed. Provided oversight, prepared and forwarded formal letter of concern for the City, prepared task order proposal for design of emergency repairs, developed conceptual design, performed quality control review of contract documents. (4/10 – 5/10) Task No. 3: Load Rating of Bridge BC 5103. Managed the load rating of a 3-span steel multibeam bridge carrying seven lanes of traffic. Maintained budget, schedule, and client contact throughout process to inform them of any important developments. (11/10 – 5/11) Task No. 4: Scour Plans of Action. Oversaw the development of Scour Plans of Action for 20 bridges, citywide, in order to comply with the State of Maryland’s mandate regarding bridges with unknown foundations and scour critical bridges. (8/11 – 10/11) Task No. 5: Transverse Joint Investigation of Bridge BC 3114. Oversaw the detailed investigation of the hinged joints in a 33-span continuous concrete slab bridge carrying six lanes of traffic for Interstate I-83. Joints consisting of dapped ends carried on slab ledges occur in cantilevered spans. Investigation included oversight of subconsultant, concrete coring to determine compressive strength and level of degradation. (1/12 – 6/13) Task No. 6: Substructure Investigation of Bridge BC 5212. Oversaw the detailed investigation of the condition and structural analysis of the original substructure of this 7-span bridge, which has been rehabilitated multiple times since its construction in the 1920s. Work included oversight of subconsultant, coring of concrete to determine compressive strength and level of degradation, and determination of substructure capacity. (8/12 – 6/13) Anne Arundel County DPW Open-End Agreement, Various Bridges. Project Manager / Team Leader Performed NBIS inspection of three pedestrian bridges: one prefabricated through-truss; one 2-span steel box girder; and one 25-span timber bridge consisting of a single span glulam structure on concrete piers and 24 approach spans on timber bents. Provided QA/QC of inspection reports. Assisted in the development of a bridge management and inspection program for more than 40 structures owned by the Anne Arundel County Department of Recreation and Parks. (9/09 - 9/10) Supplemental Task, Downs Park Pedestrian Bridge Emergency Inspection & Load Rating - Project Manager / Team Leader Performed emergency NBIS inspection of single-span, through-girder timber bridge at John Downs Park in Pasadena, MD; oversaw preparation of inspection report and provided final review of report. Supervised [PAGE 92] load rating of the structure and design of rehabilitation required to bring the bridge back to safe working live load. Provided final review of computations, construction, and as-built drawings, and supervised construction inspection. (5/10 - 11/10) BRIDGE DESIGN / REPAIR / REHABILITATION High Germany Road Bridge Substructure Analysis, Washington County, Maryland, Washington County Department of Public Works – When the recent biennial inspection of this 65-year old bridge identified holes through the deck and deterioration of the superstructure, it was recommended that the bridge either be replaced or have the superstructure replaced if the substructure was sufficient. The two-span bridge has a curved deck with skewed ends on a downslope supported on splayed prestressed concrete girders with a kinked alignment at the pier. The bridge was designed for H-15 loading using 3,000 psi concrete and 40 ksi reinforcing steel and has concrete abutments and a concrete hammerhead style pier on a solid pier wall. Work includes oversight and analysis guidance for superstructure layout to support modern loading, and analysis of pier wall to determine if it can support a new superstructure with current AASHTO loading applied to it. Providing QC of analysis and report. (2/25 – Present) South Cannon Avenue Culvert Rehabilitation, Hagerstown, Maryland, City of Hagerstown Department of Public Works – Project involves analysis and repair of single-span concrete box culvert top slab due to deterioration from long-term corrosion caused by location and configuration of scuppers through the top slab. Project involves replacement of the top slab of the culvert. Work includes survey subconsultant coordination, oversight of analysis, QC of analysis, basis of design report, and contract documents. (2/25 – Present) Dorsey Run Road Bridge Replacement, Howard County, Maryland, Howard County Department of Public Works – Project involves replacing existing single span bridge on a highly constrained site with a new bridge designed for improved hydraulic performance. Site constraints include at-grade railroad crossing within 100 feet of existing bridge abutment, surrounding floodplain at or near roadway elevation, numerous nearby driveways for commercial and industrial properties, easement for recently installed storm drain. Work includes providing oversight, design guidance and interdisciplinary coordination for design of new precast concrete slab superstructure on concrete abutments. (12/24 – Present) River Crossing and Trail Development in the McKeldin Area of Patapsco Valley State Park, Baltimore and Carroll Counties Maryland, Maryland Department of General Services (DGS) – Providing general project management for design of a new 106’ long, five-span concrete arch pedestrian bridge for supporting pedestrian/equestrian/bicycle/UTV (park maintenance vehicle) traffic. Bridge will have architectural stone finish (using form liners). Work includes general project management, interdisciplinary coordination, quality control review of contract documents, survey, geotechnical and environmental engineering subconsultant management and coordination, including MBE compliance. (11/23 – Present) Sorenson Bridge Replacement, Maryland Department of General Services (DGS). Project Manager responsible for utilizing a prefabricated steel superstructure on a designed concrete substructure. The bridge was 12’ in width and have vehicular railings. The bridge replacement included H&H and Scour analysis, geotechnical investigations, and utilize large concrete block construction for the abutment if feasible. The proposed structure was similar in hydraulic opening to the existing structure (e.g. hydraulicly in-kind) and will be designed for HL-93 design vehicle and all MD Legal Loads. (11/23 – Present) Torrey C Brown 8 Bridge Rehabilitation, Maryland Department of General Services (DGS-17-007-IQC), Baltimore, Maryland. Project Manager for the repair design and cost estimate for the repair and rehabilitation of 8 bridges on the Torrey C Brown Trail in Maryland. The Torrey C Brown Trail built on the former NCR right-of-way, is one of the key multi-modal trail links in Maryland. Over the course of 19.7 miles, there are 37 major stream/road crossings, including the Big Gunpowder, and numerous tributaries. No significant critical maintenance has been done on these structures since rail service was discontinued. Reviewed the inspection reports produced for the project based on new BAI inspections in 2022 and based on these reports repair details were produced to maintain the safe usage of the eight (8) bridges (NR-28, NR-29, NR-30, NR-31, NR-32, NR-33, NR-34 & NR-35) scoped for [PAGE 93] this project. Project included deck replacement, steel girder repairs, cleaning and painting the steel girders, safety features, and undermining / scour mitigation. (2022) Torrey Brown Bridge Replacement Phase II, Maryland Department of General Services (DGS) – Project Manager. PLACEHOLDER. (11/23 – Present) Patapsco River Bridge Replacement Phase II, Maryland Department of General Services (DGS). Project Manager for the design of a 130’ new pedestrian/equestrian bridge that provides connectivity to a multi-use recreational trail. Evaluated structure alternatives and the selected design was a low water box culvert crossing. The multi-cell culvert crossing will have a 10’ wide trail section with railing/curbs for pedestrians, equestrians, bicycles, and park maintenance vehicles. (11/23 – Present) 7 Tubs Recreational Area Culvert Rehabilitation, Pennsylvania Department of Conservation and Natural Resources (DCNR). Peer Reviewer who provided peer review and structural consultation for repairs to cast-in-place box culvert, including reinforcement of wingwalls and patching throughout the length of the structure. (1/23 – 11/23) SR 372 Bridge Replacement, PennDOT District 6-0, Delaware County, Pennsylvania. QC Reviewer who provided QC of RFI response for electrical lighting support details and development of anti-climb shield attachments at stairways. (1/22 – 11/23) Ebling Memorial Bridge Replacement, PennDOT District 6-0, Delaware County, Pennsylvania. Peer Reviewer who provided independent peer review of portions of bridge and retaining wall design. (12/21 – 11/23) SR 452, Section 01B, Market Street Bridge, PennDOT District 6-0, Delaware County, Pennsylvania (060652-L). Senior Bridge Engineer who provided QC of RFI responses for electrical lighting support details and development of anti-climb shield attachments at stairways. (3/20 – 6/22) Lehigh Gorge Substructure Rehabilitation, Pennsylvania Department of Conservation and Natural Resources (DCNR). Project Manager & Senior Structural Engineer Conduct field visit to verify design requirements and obtain data for contract document preparation; Provide oversight and quality control for contract document preparation. Project includes repair of stone masonry abutment stem walls, wing walls, and an 80’-long +/- retaining wall, as well as an assessment of the timber deck and railings to determine repair/replacement needs. (9/19 – 12/19) PTC MP 250.09, EB-311 Bridge Replacement, Pennsylvania Turnpike Commission, Dauphin County, Pennsylvania (T00009). Senior Bridge Engineer who developed project schedule. Provided independent Peer Review of structural plans, specifications, estimate and calculations for PTC compliance. (9/19 – 5/23) Ritter Road Bridge Repair, Baltimore Gas & Electric Company, Baltimore County, Maryland. Task Manager who prepared proposal and performed a detailed review of the Client’s terms and conditions for inclusion in the contract for development of contract documents for the superstructure replacement and substructure repairs of the existing bridge carrying a privately-owned driveway over Dogwood Run, which BGE uses to access remote areas of their power and gas supply lines. Provided oversight for the design of repairs and preparation of contract documents consisting of drawings, specifications and an engineer’s estimate. (2/19 – 5/19) Sheraton Skywalk Inspection and Repair, Hackerman Holdings, LLC, City of Baltimore, Maryland. Task Manager who prepared proposal, monitored budget, and maintained task schedule. Conducted inspection of and provided quality control review of written inspection report for pedestrian bridge connecting the Sheraton – Inner Harbor to the Baltimore Convention Center. Documented as-built condition, including obtaining as-built dimensions. Oversaw preparation of design documents for short-term repair of deteriorated bridge deck, which was originally constructed using composite steel deck pans and welded wire fabric reinforcement. (6/18 – 8/18) Port Covington Redevelopment, Sagamore Development Company, City of Baltimore, Maryland. Task Manager for a preliminary structural estimate and corresponding report for modifications to 3 existing bridges, removal of 2 existing bridges, and construction of 6 new bridges and 5 major MSE retaining walls (up to 1,460 feet long with average heights up to 21 feet) deemed necessary for improving traffic performance in and around the proposed Port Covington redevelopment. Traffic improvements included relocation of CSX railroad spurs and widening of [PAGE 94] existing roadways. New bridges included a 414-foot mixed use (pedestrian and bicycle) bridge over the railroad, but under I-95; a 2,156-foot long bridge extending W. McComas Street over the Middle Branch of the Patapsco River; and a 245-foot long pedestrian underpass to connect the areas on each side of S. Hanover Street. The preliminary construction cost estimate was prepared using MD SHA’s 2014 Highway Construction Cost Estimating Manual as a guide. (1/15 – 8/15) Ritter Road Bridge Repair, Baltimore Gas & Electric Company, Baltimore County, Maryland. Task Manager who prepared task proposal; coordinated field and office work; conducted follow-up site visit to obtain detailed qualitative and quantitative information required for the design of repairs to the abutments and rolled steel beams of this bridge carrying a privately owned driveway over Dogwood Run, which BGE uses to access remote areas of their power and gas supply lines; Provided oversight for the design and preparation of structural repair documents consisting of drawings and specifications. (1/15 – 12/17) Task 1: Replacement of Bridge Nos. BC 5103 and BC 5221, City of Baltimore Contract 1135, City of Baltimore, Maryland. Project Manager [SEE TASK 1 UNDER TASK ORDER CONTRACT IN PEER REVIEW SECTION OF RÉSUMÉ.] Load Rating of Bridge BC 5103, City of Baltimore 2009 Bridge Inspection Program, City of Baltimore, Maryland. Project Manager who managed the load rating of a 3-span steel multibeam bridge carrying seven lanes of traffic. Maintained budget, schedule, and client contact throughout process to inform them of any important developments. (11/10 – 5/11) Scour Plans of Action, City of Baltimore 2009 Bridge Inspection Program. Project Manager who oversaw the development of Scour Plans of Action for 20 bridges, citywide, in order to comply with the State of Maryland’s mandate regarding bridges with unknown foundations and scour critical bridges. (8/11 – 10/11) Transverse Joint Investigation of Bridge BC 3114, City of Baltimore 2009 Bridge Inspection Program, City of Baltimore, Maryland. Project Manager who oversaw the detailed investigation of the hinged joints in a 33-span continuous concrete slab interstate bridge carrying six lanes of traffic. Joints consisting of dapped ends carried on slab ledges occur in cantilevered spans. Investigation included oversight of subconsultant, concrete coring to determine compressive strength and level of degradation. (1/12 – 6/13) Substructure Investigation of Bridge BC 5212, City of Baltimore 2009 Bridge Inspection Program, City of Baltimore, Maryland. Project Manager who oversaw the detailed investigation of the condition and structural analysis of the original substructure of this 7-span bridge, which has been rehabilitated multiple times since its construction in the 1920s. Work includes oversight of subconsultant, coring of concrete to determine compressive strength and level of degradation, and determination of substructure capacity. (8/12 – 6/13) NCDOT Battleground Avenue End Bent Design, Charlotte, North Carolina. Task Manager who provided oversight for the design and contract document preparation for the end bent on Ramp B onto Battleground Avenue in Charlotte, North Carolina. (12/12 – 12/13) NCDOT NC 12 over Pea Island Breach Wingwall Layout, Outer Banks, North Carolina. QA/QC Manager who provided QA/QC for the layout of precast concrete sheet pile wingwalls for a 2-mile long bridge on NC 12 over Pea Island Breach in North Carolina’s Outer Banks. (8/12 – 10/12) NCDOT Tobaccoville Road Detour Bridge Substructure, North Carolina. QA/QC Manager who provided QA/QC for the development of a temporary substructure for the detour bridge over Tobaccoville Road as part of the Maintenance of Traffic operations. (8/12 – 1/13) NCDOT Package 9.H.2 Systems Preservation of 6 Bridges, North Carolina. QA/QC Manager who provided QA/QC for the development of design/build plans for the deck and/or superstructure replacement of 6 bridge decks in North Carolina, including repair and/or replacement of bearings. (2/12 – 12/12) NCDOT Package 9.P.1 Systems Preservation of 11 Bridges, North Carolina. QA/QC Manager who provided QA/QC for the development of design/build plans for the superstructure and substructure repair of 11 bridges in North Carolina, including replacement of joints, repair of substructures, and repair and/or replacement of bearings. (12/11 – 1/12) [PAGE 95] NCDOT Package 7.P.3 Systems Preservation of 6 Bridges, North Carolina. QA/QC Manager Provided QA/QC for the development of design/build plans for the overlay and repair of 6 bridge decks in North Carolina, including replacement of joints, repair of substructures, and repair and/or replacement of bearings. (10/11 – 12/11) Structural Repair to Bridges along I-95, MDTA Contract AE-2544 Comprehensive Design Services, Baltimore and Harford Counties, Maryland. Inspection Team Leader / Project Engineer who performed visual inspections of 28 bridges in Baltimore County, 23 bridges in Harford County, and the approach spans of the Tydings Bridge, to verify quantities and develop remedial recommendations and contract documents for the repair of defects reported during the latest biennial inspections. (8/14 – 12/15) Curtis Creek Bridge Repairs, MDTA Contract AE-2544 Comprehensive Design Services, Baltimore, Maryland. Task Manager/Project Engineer who oversaw the development of contract documents for the repair of deteriorated light pole brackets, cracked welds, and failed drainage system elements for the approach spans to the dual bridges on I-695 over Curtis Creek, in Baltimore, Maryland. Contract documents consisted of redline modifications to advertised painting plans, along with new detail sheets, as needed. Managed and participated in the detailed inspection of discrete areas to be repaired by one of the MBE subconsultants. Tracked budget and schedule to assure timely and efficient completion of the task. Coordinated task order preparation and submittal by subconsultant. (3/14- 3/15) Grade Separation at Georgia Avenue (MD 97) and Randolph Road, SHA Open End Engineering Services, Montgomery, Maryland. QA/QC Manager who provided QA/QC for the development of design documents for a grade separation at a major intersection in Montgomery County, Maryland. Design consists of adjacent precast, prestressed, prismatic concrete beams supported on concrete abutments with spread footings. Structure is located in an intersection where both roads crest, and one is skewed to the other. In addition, a Metro Rail tunnel is located beneath the intersection. Project includes approximately 1,600 feet of wingwalls. (4/11 – 2/16) Baltimore County Dogwood Road over Dogwood Run Replacement, SHA Open End Engineering Services, Baltimore County, Maryland. Project Engineer who provided CE/4(f) coordination between agencies for replacement of Bridge B 0072 which carries Dogwood Road over Dogwood Run in Baltimore County, MD. (11/08 – 12/10) Hatem Memorial Bridge Foundation Repairs, MDTA Contract AE-2348 Architectural & Engineering Services, Maryland. Quality Assurance Manager who provided periodic reviews of computations, drawings and specifications for the concrete encasement and repair of the foundations of numerous in-water piers on the Hatem Memorial Bridge that carries U.S. 40 over the Susquehanna River. (5/10 – 5/13) Chesapeake Bay Bridge Potomac Pier Study, MDTA Contract AE-2348 Architectural & Engineering Services, Maryland. Task Manager who provided project management oversight to gather and review available data on the Potomac-style piers used in the construction of both the eastbound and westbound spans of the William Preston Lane, Jr. Memorial Bridge carrying U.S. 50 over the Chesapeake Bay. Supervised a subconsultant who performed an underwater inspection of one pier; interviewed other bridge owners who have structures that used Potomac piers; and developed a methodology for future in-depth, non-destructive evaluation and detailed analysis of piers to provide the owner with recommendations for future action. (2/11 – 7/11) Replacement of the Marriottsville Road Bridge over I-70 Phase II, Howard County Department of Public Works, Howard County, Maryland. Quality Assurance Manager who provided Quality Assurance reviews for computations, drawings and reports for preliminary alternatives analysis and Pre-Type, Size and Location study for the replacement of a two-span bridge over I-70. (2/10 – 12/10) [PAGE 96] HENRI SANDERS, EIT BRUDIS & ASSOCIATES, INC. STRUCTURAL ENGINEER PROJECT ASSIGNMENT: Mr. Sanders is an Engineer in Training with a comprehensive background in Structural Engineer transportation projects. Mr. Sanders has six years of experience in engineering PROFESSIONAL REGISTRATION: including, structural design, plan preparation, cost estimate, computer aided N/A drafting, and bridge inspection, including element level hands-on condition assessment in accordance with the National Bridge Inspection Standards (NBIS), EDUCATION & TRAINING: Structure Inventory and Appraisal (SI&A) criteria, and Pontis. BS / 2018 / Civil Engineering / Project Experience Includes: Morgan State University Inspection Training: CONSTRUCTION MANAGEMENT & INSPECTION & DESIGN • NHI-130055: Safety Inspection VDOT, Safety Inspections of Highway Structures and Bridges in the NOVA District of In-Service Bridges (#52257), Lead, coordinate an inspection team for the inspection of highway • NHI-130053: Bridge Inspection bridges in the Northern Virginia (NOVA) district. Work includes coordination, Refresher Training scheduling, planning, preparation, and performance of field inspections of all • NHI-130078: Fracture Critical assigned highway bridge structures; maintenance of traffic (MOT); shoulder and Inspection Training lane closure permits; review of quality control reports prepared by the inspectors • NHI-130087: Inspection and using VDOT’s InspectX online reporting program. Typical types of inspections Maintenance of Ancillary include but are not limited to reinforced concrete deck, steel girders/beams, Highway Structures reinforced concrete abutments, expansion joints, compression joints, elastomeric Roadway Worker Protection bearings, fixed/moveable bearings, pier caps, diaphragms, curved girders, MSE Training: walls, metal bridge railing, wingwalls, protected slopes, and protective coatings. • CSX • MTA Light Rail (Onsite Cockeysville Fuel Station Canopy and Column Inspection & Emergency Repair. Coordinator) Team Leader for the inspection of the steel columns supporting the Cockeysville • Amtrak Fuel Station. At the base of one of the columns there was severe corrosion with areas of up to 100% section loss within the bottom 4”. D-meter readings were OSHA Training: taken along all faces of the column to determine where the corrosion extended • Confined Space Entry Training to. An emergency repair was immediately recommended to the county. Aided in (CFR1910.146, Entrant, the design and drafting of the emergency repair, which included bolting channels Attendant, Supervisor) to the column that were bearing on six (6) layers of timber cribbing. (2/4 – 2/16) • Fall Protection Training Other Training: Maryland Motor Vehicle Administration (MVA) Screen Wall Replacement. Responsible for the inspection and replacement plans for a metal screen wall • MDOT SHA Temporary Traffic Control Manager surrounding an HVAC system at the Maryland MVA building located in Glen • VDOT Intermediate Work Zone Burnie, Maryland. Inspection included confirming as-built dimensions and noting Certified any structural deficiencies to the steel posts. The existing steel posts were to • CPR remain, and the steel panels were replaced with new infill louvers. Replacement • First Aid details included solving how to attach the new louvers to the existing panels, while maintaining the specifications provided by the client. (11/24 – 2/24) RELEVANT EXPERIENCE: Anne Arundel County AE Open End, Contract Nos. H478740 & 478742 – Design 6 Engineer. Responsible for the repair plans and drawings for ten (10) bridges in Anne Arundel County. Repairs included cleaning & painting of the steel superstructures, joint repairs (including full backwall and armor replacements). Miscellaneous repairs were included in this contract which included concrete curb, sidewalk, and wearing surface repairs. (6/24 – 11/24) MDOT SHA Routine Sign Structures Inspections, Contract No. BCS2021-10D – Inspection Team Leader. Responsible for the structural condition inspection of 35 overhead and cantilever sign structures in District 4. Inspection included hands- on assessment of foundation, anchor bolts, and base plates with visual inspections of the sign components from ground level. Responsibilities included coordination for permitting and MOT, scheduling with sub-consultants, and updating progress reports. Task included Beta testing ArcGIS and Survey123 field apps for SHA. (7/24 – 12/24) [PAGE 97] Washington County 2024 Minor Bridge Inspections – Inspection Team Leader. Responsible for the structural condition inspection of over 50 Washington County minor bridges and culverts. Responsibilities included hands-on inspections, coordination of field work, and QC of reports. (3/24 – 8/24) Torrey Brown Phase II Structural Design Services for DGS – Design Engineer. Design and plan set drafting for rehabilitation of eight (8) bridges along the TC Brown Trail located in Cockeysville, MD. Design included load ratings of six (6) bridges. One of the bridges needed a full replacement of floor beams and stringers while keeping the historic look of the through girders. Originated conceptual design for the bridge as well as carried out multiple detail design calculations. Furthermore, originated plan set drawings including GP&E, typical sections, framing plans (when needed), and sequences of construction. (11/23 – 4/24). Baltimore City 2023/24 Cycle Minor Bridge Inspections – Inspection Team Leader. Responsible for the structural condition inspection of several Baltimore City short-span bridges and culverts. Responsibilities included hands-on inspections, coordination of field work, and QC of reports. (8/23 – 2/24) Browne Academy NDT Testing and Truss Repair Plans – Inspection Team Leader. Responsible for performing NDT testing on the structural steel truss members which were buried under a layer of dirt. Once the dirt was removed areas of section loss were visibly seen. Testing was performed using an Ultrasonic Thickness Gauge to assess areas of section loss along steel HSS tube members. Repairs were complete and bridge was fully constructed in May, 2024 (2/24). Hammond Middle School Walkway Slab – Design Engineer. Structural Engineer on the project to complete the structural assessment/condition report for a concrete walkway slab on the exterior of the school. Work included a hands-on inspection of the slab to aid in repair plans and cost estimating. Cores were obtained to assess the compressive strength of the concrete. An inspection report, drawings, and cost estimate were originated. (11/23 – 3/24). Prince George’s Stadium Press Box Window Structural Eval. and Design – Design Engineer. Structural Engineer on the project to complete a structural assessment/conditions report for the press box window within the Prince Goerge’s Baseball Stadium. Structural analysis of the window frame using computer modeling programs (STAAD Pro). Repair plans and drawings based upon proposed window loading. Stadium dead loads as well as snow loads taken into account when analyzing the loading (8/23 – 10/23). Frederick Douglas Rail Trail Bridge Inspection, Contract No. P-055-220-010 for the Maryland Department of General Services – Inspection Team Assistant. Responsible for assisting in the field investigation of two (2) short-span bridges. The purpose of this field investigation was to determine the extent and location of notable defects to aid in the development of future rehabilitation efforts. Responsibilities included inspections of the superstructures and substructures, coordination of field work, and writing the inspection reports, which included detailed drawings of defect type, size, and locations (3/22 – 4/22). Maryland Statewide Bridge Inspection Program, Contract Nos. BCS 2014-01B, 2020-04D for the Maryland State Highway Administration – Inspection Team Assistant. Responsible for assisting in the structural condition inspection of several Baltimore City short-span and long-span bridges. Responsibilities included hands-on inspections, coordination of field work, and writing the inspection reports (1/22 – 9/22). Maryland On-Site Condition Inspections, Contract No. AE 3073, for the Maryland Transportation Authority – Inspection Team Assistant. Responsible for assisting in the structural condition inspection of thirty-seven (37) noise walls along MD 200 (ICC). Responsibilities included hands-on inspections of the noise wall panels/posts and adjacent embankments, coordination of field work, and writing the inspection reports (1/22 – 11/22). On-Call Inspection Services for the Maryland Transit Administration – On-Site Coordinator/Inspection Team Assistant. Responsible for the inspection of several MTA Light Rail bridges. Responsibilities include ensuring the safety of inspection teams while in the field, coordination with MTA, and writing the inspection reports (3/19 – 3/20). MARC Station and Facilities Inspection – Inspection Team Assistant. Structural Engineer for the condition inspection of several MARC station train platforms and facilities along the PENN- WASHINGTON line. Platform inspection included decking, piles and piers (when applicable), benches, light poles, awnings, and enclosed waiting areas. Facilities inspection included stairways, waiting areas, walls, and sidewalks. Report generation, cost estimation, and filed investigation analysis. Coordination with MTA and MARC. Design of the timber [PAGE 98] beams and joists in accordance with the National Standards for Wood Construction for the proposed Laurel MARC Station platform replacement. Bridge Condition Inspections for MDOT SHA – Inspection Team Assistant. Responsible for assisting in the structural condition inspection in Montgomery, Hartford, and Wicomico County of over sixty (60) short-span bridges and culverts. Inspections also included three (3) complex bridges (MD 28 over Monocacy River, MD 144 over Monocacy River, and MD 4 (Thomas Johnson)). Responsibilities included hands-on inspections, bucket truck and snooper operation, and writing the inspection reports (4/18 – 9/18). Bridge Safety Inspection Contract for VDOT – Inspection Team Assistant. Responsible for assisting in the structural condition inspection of several short-span and long-span bridges and culverts. (9/18 – 12/18). Stafford Road over Deer Creek Bridge (H-0024) Replacement for MDOT SHA – Design Engineer. Responsible for the design of structural elements including shear stud layout, bolted field splices, girder fatigue, stress reversal limits, and bearing stiffener designs. The bridge consisted of a large skew which presented several challenges for designing elements. Used Merlin-Dash and LEAP Bridge software to aid in design checks and calculations (2/20 – 6/20) (Bridge constructed in 2023). Grist Mill Trail in Patapsco Park Pedestrian Bridge Replacement – Design Engineer. Structural Design Engineer responsible for the design of the "South" Pedestrian bridge along the Grist Mill Trail in Patapsco Park. Calculations include pre-stressed concrete slabs, elevations, and bearings. The purpose of this replacement was to ensure the new pedestrian bridges would be more than adequate to withstand a significant flood event as the previous bridge was washed away during a flood (1/20 – 2/22) (Bridge constructed in 2023). [PAGE 99] Marc Sengebusch CBSI Engineer, MD Mr. Sengebusch is an Engineer-in-Training and Team Leader with experience in bridge inspection, including element level hands-on condition assessment in accordance with the National Bridge Inspection Standards (NBIS), design, contract drawing preparation for Civil Engineering projects. Projects include roadway rehabilitation/design, water and sewer rehabilitation and relocations, Years with BAI: 1 SWM surveys and condition assessments. Conversant in MicroStation, AutoCAD Civil 3D, and ArcGIS, Education and Registrations Duties include bridge inspection; subconsultant coordination; use of various BS/2017/ Civil Engineering / Morgan systems for engineering design and development of construction drawings and State University other types of deliverables. Perform mathematical computations as needed. Prepare and review plans, specifications and estimates for engineering project Engineer-In-Training MD #5274700 Project Experience Includes: Inspection Training: BRIDGE INSPECTION & LOAD RATING • NHI-130055: Safety Inspection of In- VDOT, Safety Inspections of Highway Structures and Bridges in the NOVA Service Bridges District (#52257), Lead, coordinate an inspection team for the inspection of • NHI-130078: Fracture Critical highway bridges in the Northern Virginia (NOVA) district. Work includes Inspection Training coordination, scheduling, planning, preparation, and performance of field inspections of all assigned highway bridge structures; maintenance of traffic (MOT); shoulder and lane closure permits; review of quality control reports Roadway Worker Protection Training: prepared by the inspectors using VDOT’s InspectX online reporting program. • CSX Typical types of inspections include but are not limited to reinforced concrete • MDOT TTCM deck, steel girders/beams, reinforced concrete abutments, expansion joints, • VDOT IWZ compression joints, elastomeric bearings, fixed/moveable bearings, pier caps, diaphragms, curved girders, MSE walls, metal bridge railing, wingwalls, OSHA Training: protected slopes, and protective coatings. • 30-Hour Training for Construction Maryland Motor Vehicle Administration (MVA) Screen Wall Replacement. • Confined Space Entry Training Responsible for the inspection and replacement plans for a metal screen wall (CFR1910.146, Entrant, Attendant, surrounding an HVAC system at the Maryland MVA building located in Glen Supervisor) Burnie, Maryland. Inspection included confirming as-built dimensions and noting • Fall Protection Training any structural deficiencies to the steel posts. The existing steel posts were to Other Training: remain, and the steel panels were replaced with new infill louvers. Replacement details included solving how to attach the new louvers to the existing panels, • CPR/First Aide while maintaining the specifications provided by the client. (11/24 – 2/24) • Certification MDE Erosion & Sediment Anne Arundel County AE Open End, Contract Nos. H478740 & 478742 – Control (ES&C) Design Engineer. Assisted in drafting repair plans for ten (10) bridges in Anne • Aspen Aerials A-62 – SERIAL # Arundel County. Also performed site visits to evaluate the needs of assigned 10264 repairs. Repairs included cleaning & painting of the steel superstructures, • Versa-Lift SST-37/40EIH – SERIAL # concrete curb, sidewalk, and wearing surface repairs. (6/24 – 11/24) EH180077 MDOT SHA Routine Sign Structures Inspections, Contract No. BCS2021- 10D – Inspection Team Leader. Responsible for the structural condition inspection of 35 overhead and cantilever sign structures in District 4. Inspection included hands-on assessment of foundation, anchor bolts, and base plates with visual inspections of the sign components from ground level. Responsibilities included coordination for permitting and MOT, scheduling with sub-consultants, and updating progress reports. Task included Beta testing ArcGIS and Survey123 field apps for SHA. (7/24 – 12/24) [PAGE 100] Marc Sengebusch, EIT© Page 2 City of Hagerstown Minor Bridge Inspections - Inspection Team Leader. Responsible for the structural condition inspections of all of the City of Hagerstown’s minor bridges and culverts (18 structures in total). Responsibilities include hands- on inspections, coordination of field work, QC of reports, coordinating with subconsultants, and performing load rating on one of the structures that showed signs of advanced deterioration. (7/24 – 8/24) Washington County 2024 Minor Bridge Inspections – Inspection Team Leader. Responsible for the structural condition inspections of all of Washington County’s minor bridges and culverts (206 structures in total). Responsibilities include hands- on inspections, coordination of field work, QC of reports, coordinating with subconsultants, and organizing all inspections into a final summary document for the client. (3/24 – 12/24) Baltimore City 2023/24 Cycle Minor Bridge Inspections – Inspection Team Leader. Responsible for the structural condition inspection of several Baltimore City short-span bridges and culverts. Responsibilities included hands-on inspections, coordination of field work, and QC of reports. (12/23 – 2/24) Washington Area Metropolitan Transportation Authority (WMATA): Bridge Condition and Inspection (21-FQ19172- INFR-012) – Inspection Team Leader Coordinate CCJM inspection activities. Perform routine annual bridge safety inspections of workhorse, pedestrian and complex aerial structures in the WMATA electrified rail system, which consists of 162 bridges, 1,515 spans that total more than 27 miles in length. Aerial structures consist of direct fixation tracks on concrete decks over steel girders, fracture critical steel box girders, post-tensioned cast-in-place girders, precast concrete segmental girders and precast AASHTO box girders. Work includes NBIS hands-on inspection and documentation of bridge decks, superstructures, substructures and track works, and employs confined space operations, as well as dye penetrant testing, when needed. High Reach, Aspen Aerial and Catenary Maintenance vehicles are being employed to reach structural members. Provide QC of field data, defect tickets and inspection reports generated using Bentley’s AssetWise prior to uploading them to SharePoint for final QC by Prime Consultant. Participate in weekly project coordination calls. Maryland Department of Transportation State Highway Administration (MDOT SHA): Bridge Condition Inspections for State, County and Local Bridges (BCS 2020-04J) – Inspection Team Leader Coordinate CCJM inspection activities. Perform routine biennial bridge safety inspections of bridges throughout Howard County, Maryland. Work includes NBIS hands-on inspection and documentation of bridge decks, superstructures, and substructures. Organize field date and generate reports using Bentley’s AssetWise. Maryland Department of Transportation State Highway Administration (MDOT SHA): Bridge Condition Inspections for State, County and Local Bridges (BCS 2020-04D) – Team Leader/ Bridge inspector Coordinate CCJM inspection activities. Perform routine biennial bridge safety inspections of bridges throughout the City of Baltimore. Work includes NBIS hands-on inspection and documentation of bridge decks, superstructures, and substructures; railroad coordination; maintenance of traffic coordination; access equipment coordination; use of Underbridge Access Vehicles (“snoopers”) and bucket trucks to reach structural members. Duties include organizing field data and generating reports using Bentley’s AssetWise. Pennsylvania Department of Transportation (PennDOT): County Bridge Inspection, PennDOT District 2-0, Mifflin County, PA (E04933) – Bridge Inspector. Perform NBIS hands-on bridge inspection and report preparation for county-owned bridges in Mifflin County, PA. Perform post-flood inspections, including reporting in PennDOT’s BMS2. Pennsylvania Department of Transportation (PennDOT): County Bridge Inspection, PennDOT District 6-0, Chester County, PA (L00077) – Bridge Inspector. Responsible for the inspections of approximately 95 bridges and preparation of reports for county-owned bridges throughout Chester County. Duties include organizing field data (field notes, digital photos, photo logs, locally-required field forms, etc.) and generating inspection reports (narrative and iForms). Perform post-flood inspections, including reporting in PennDOT’s BMS2 Pennsylvania Department of Transportation (PennDOT): NBIS Bridge Inspections, Pennsylvania Statewide Local Bridges (E04359) – Bridge Inspector. Perform routine, interim and special NBIS hands-on inspection of PennDOT’s locally- owned structures, ranging from < 8’ concrete box culverts, single- and multi-span bridges with multibeam steel girders, prestressed concrete box beams, closed spandrel concrete arches on rural local and State Park and Forest roads, to Harrisburg’s historic State Street Bridge. Provide QC of field data and inspection reports prior to uploading them to BMS2. [PAGE 101] Marc Sengebusch, EIT© Page 3 Inspection includes District 4-0 (Scranton and Wyoming County) and PA Department of Conservation and Natural Resources (DCNR). Washington Area Metropolitan Transportation Authority (WMATA): Aerial Structure Inspection (19-FQ15191-TRST- 002) – Bridge inspector. Coordinate CCJM inspection activities. Perform routine annual bridge safety inspections of complex aerial structures in the WMATA electrified rail system, which consists of 162 bridges, 1,515 spans that total more than 27 miles in length. Aerial structures consist of direct fixation tracks on concrete decks over steel girders, fracture critical steel box girders, post-tensioned cast-in-place girders, precast concrete segmental girders and precast AASHTO box girders. Work includes NBIS hands-on inspection and documentation of bridge decks, superstructures, substructures and track works for WMATA’s priority structures, and employs confined space operations, as well as dye penetrant testing, when needed. High Reach, Aspen Aerial and Catenary Maintenance vehicles are employed to reach structural members. Organize field data and generate inspection reports and defect tickets. Pennsylvania Department of Transportation (PennDOT): NBIS Local Inspections, PennDOT District 2-0, McKean County, PA (E03342) – Bridge Inspector. Responsible for the annual and biennial inspections of approximately 130 structures ranging from culverts to multi-span bridges located on local roads throughout McKean County, PA. Duties include performing inspections to evaluate the conditions of the structures and to update the inspection reports. Organize field data (field notes, digital photos, photo logs, locally-required field forms, etc.). [PAGE 102] RACHAEL TEMPLE, EIT BRUDIS & ASSOCIATES, INC. PROJECT ASSIGNMENT: Ms. Temple has more than 3 years of experience in transportation engineering, Structural Engineering sidewalks and ADA compliance/upgrades, bicycle lanes, traffic and feasibility studies, the establishment of right-of-way needs, signing and pavement PROFESSIONAL REGISTRATION: markings, erosion and sediment control, stormwater management, 2024 / Engineer – in – Training maintenance of traffic plans, and roadway reconfiguration. Ms. Temple has #63593 prepared construction plans and cost estimates for transportation improvement projects, which have included horizontal alignments, geometric data sheets, and EDUCATION: sidewalk and roadway design. Experienced user of MicroStation & Inroads SS2, BSCE / 2022 / Civil Engineering Microsoft Office (Word, Excel, PowerPoint, Project, Outlook), Revit and RELEVANT EXPERIENCE: AutoTURN. Relevant projects include: 3 Years of Experience VDOT, Safety Inspections of Highway Structures and Bridges in the NOVA District (#52257). Provided field inspection of highway bridges in the Northern Virginia (NOVA) district. Work includes performance of field inspections of all assigned highway bridge structures; maintenance of traffic (MOT); shoulder and lane closure permits; creation of quality control reports using VDOT’s InspectX online reporting program. Typical types of inspections include but are not limited to reinforced concrete deck, steel girders/beams, reinforced concrete abutments, expansion joints, compression joints, elastomeric bearings, fixed/moveable bearings, pier caps, diaphragms, curved girders, MSE walls, metal bridge railing, wingwalls, protected slopes, and protective coatings. Minor Bridge Inspections, City of Frederick, MD. Project Engineer who prepared structural reports for minor bridge at Rocky Springs Road over Carroll Creek. Provided the typical section, plan and elevation sheets, and structural condition report with repair recommendations. Updated report discussing repair costs, repair recommendations, load rating information, and site inspection findings including existing superstructure condition, existing substructure condition, presence of existing retaining walls, stream and tributary locations, and existing W-beam traffic barrier condition. (2024) Routine Sign Structure Inspection – Project Engineer Project engineer who prepared reports for cantilever and overhead sign structures for sign structures in Baltimore County, Maryland along I-695. Trained in inspecting and reporting findings for cantilever, overhead and combined sign structures. Inspected anchor bolts, leveling nuts, baseplates, handhole and related attachments, posts, luminaires, sign clips, truss connections, and foundations; checked for dents, plumbness and other defects in structures. Wrote field notes for inspections and labeled site photos. Completed SHA-TEDD TIRPS training for sign structures reports which provided inspection guidelines, safety rules, report conventions to follow, and field demonstration. (2024) City of Hagerstown Minor Bridge Inspections – Project Engineer Project engineer who conducted site inspections of existing minor bridges in Hagerstown, Maryland. Inspected superstructures, substructures, stream channels, culverts and approach roadways for multiple roads over runs and tributaries in Washington County, Maryland. Documented findings about culvert and bridge ratings and postings in reports including existing W-beam traffic barrier conditions, presence of fallen trees or debris in channel, vegetation growth condition, condition of culvert, superstructure and substructure, and other defects in stream channel observed since the previous inspection. Labeled site photos and completed field notes. This project will improve Hagerstown infrastructure in Washington County. (2024) Washington County Minor Bridge Inspection, Project Engineer who provided site inspection services for culverts and minor bridges in Washington County, Maryland. Documented findings on condition and adequacy of existing approach roadway and existing W-beam traffic barriers and their corresponding end treatments, recorded changes since previous inspections, fallen trees or timber debris in stream, culvert defects, superstructure and substructure defects, and vegetation and other general findings in stream channel. Verified horizontal clearance, vertical clearance to water line, and average water depth. Labeled photos, completed field notes, and created reports on culvert and bridge conditions as needed. This project will improve infrastructure in Washington County. (2024) Nichols Manor Drive Cox Creek Culvert, Project Engineer who provided maintenance of traffic plans and typical section drawings for a culvert installation in a residential neighborhood in Queen Anne’s County, Maryland. This project will improve infrastructure in Queen Anne’s County. (2024) [PAGE 103] FACILITIES DGS-20-009-IQC: CT Perkins Dormitory Demolition – Senior Structural Engineer Responsible for preparing contractor instructions for demolition of two dormitory buildings previously use to house doctors for a maximum-security mental hospital. Provided estimated quantities for demolition of dormitories. Project includes removal of buildings and its related properties including an underground fuel tank, potential salvaging of existing bricks, and restoration of site to a natural condition until redevelopment is possible. (2024) Kensington 3 Culverts, Town of Kensington. Project Engineer who provided professional design services for a project to install 3 culverts in the Town of Kensington. Created base plan sheets for structures team. This project aims to improve infrastructure in Montgomery County, Maryland by installing three culverts in the town. (2023) Fire Suppression Tanks Structural Repairs, Project Engineer who provided professional site inspection services and drawing services for a project in Anne Arundel County to repair and evaluate condition of fire suppression tanks in various locations in Anne Arundel County, Maryland. Updated plan drawings for the project, labeled photos and recorded site findings in field notes. Recorded condition of existing fire suppression tanks including paint chipping, color, chain and foundation condition. Noted any defects in field notes. This project aims to improve fire suppression infrastructure in Anne Arundel County, Maryland by ensuring tanks are in updated, good condition. (2023) Baltimore County On-Call Civil-Site Design Stansbury Pier Repairs, Project Engineer who created structural condition reports for Stansbury Park Fishing Pier. Recorded findings from site inspection field notes and photos in document and assisted with recommending repairs and drawing plan drawings for report. Provided professional site inspection services for a trail crack repairs in trail surface in Baltimore County, Maryland. Conducted multiple site inspections to measure and mark location of cracks in trail surface and reported findings in reports and spreadsheets. Recorded findings with photos and evaluated existing crack conditions and checked for new cracks. Developed reports evaluating the feasibility and efficacy of repair recommendations, labeled photos, and prepared a spreadsheet documenting location of cracks, crack types, length and width of cracks, and other defects like erosion holes using Excel and Word. (2022) Mohrs Lane Retaining Wall, Baltimore County DPW. Project Engineer who prepared construction plans to replace bridge on Mohrs Lane over CSX Transportation. Provided the highway plans, geometric layout, roadway profile and maintenance of traffic control. (2023) 12-011.02 MD 210 Pedestrian and Bicycle Study, SHA OPPE. Project Engineer who conducted a Phase I of the MD 210 Pedestrian and Bicycle Improvements mostly along MD 210 between I95/I495 and the Kerby Hill Road Interchange. Some improvements are on local roads or other off-alignment locations. This project will improve pedestrian and bicyclist safety and connectivity by providing much needed facilities along the MD 210 corridor. Provided cost estimate, water quality maps, horizontal alignment and construction plans. (2023) 18-017.09 MD 26 PSAP Corridor Assessment, SHA OPPE, Milford Mill, Maryland. Project Engineer who provided professional traffic engineering services for conducting a pedestrian safety review of the MD-26 corridor from Washington Avenue to Owings Mills Boulevard in Milford Mill, Maryland. Conducted a pedestrian safety review of the MD-26 corridor, evaluated the feasibility and efficacy of PSAP recommendations, developed final pedestrian safety improvement recommendations, and prepared a pedestrian safety study report using the MdMUTCD, MDOT SHA Context Driven Guide, and the Pedestrian Safety Treatments Best Practices Guidelines. Work included the following: Traffic and Crash Analysis, Field Inspection and Inventory, Review and Feasibility Study of the PSAP Recommendations, and Preparation of the Pedestrian Safety Corridor Study Report. (2023) 18-017.12 Odenton Library Community Park, Anne Arundel County DPW. Project Engineer who prepared construction plans for clearing, grading, sediment control, storm drainage, storm water management, utilities, landscaping, etc. to aid in the design of the various park improvements and associated amenities at Odenton Community Park in Odenton, Anne Arundel County, Maryland. All features of this project should be ADA accessible and compliant. The site for the future Odenton Community Park is in Council District 4, just off MD 175. This Park is a portion of Lot A plated as West County Regional Library. Lot A is divided into three parts; the proposed park is part of Lot A Part 1, and part of Lot A Part 2. (2023) 18-021.14 [PAGE 104] MD 140 PSAP Corridor Assessment, SHA OPPE, Owings Mills, Maryland. (18-017.13) Project Engineer who provided professional traffic engineering services for conducting a pedestrian safety review of MD-140 corridor from Rosewood Lane to MD 30 (4.8 miles) in Owings Mills, Maryland. Evaluated the pedestrian safety review of the MD-140 Corridor, evaluated the feasibility and efficacy of PSAP recommendations, developed final pedestrian safety improvement recommendations, and prepared a pedestrian safety study report using the MdMUTCD, MDOT SHA Context Driven Guide, and the Pedestrian Safety Treatments Best Practices Guidelines. Work included: Traffic and Crash Analysis, Field Inspection and Inventory, Review and Feasibility Study of the PSAP Recommendations, and Preparation of the Pedestrian Safety Corridor Study Report. Prepared construction plans for Preliminiary Investigation. (2023) Ft. Smallwood Park Ph II CMI, Anne Arundel County DPW. Project Engineer for improvements to the Ft. Smallwood Park that include the following major work items: Demolition of Existing Maintenance Building and Wastewater Treatment Facility, New Comfort Station/Concession Stand, New Maintenance Building, New Well and Water Treatment Facilities, New BAT Units and Septic Fields, Restoration of the Existing Beach Front Concession Stand, and New IT Infrastructure. Provided site inspection duties during construction of New Maintenance Building, New Comfort Station/Concession Stand, New BAT Units and Septic Fields, and Restoration of Existing Beach Front Concession Stand. (2023) 18-021.15 Cockran MS Concession Building, Anne Arundel County DPW, Glen Burnie, Maryland. Project Engineer for the preparation of Final Plans for Corkran Middle School Concession Building located at 7600 Quarterfield Rd, Glen Burnie, Maryland. Corkran Middle School is a 31.2-acre middle school featuring multipurpose fields, baseball fields, basketball courts, tennis courts, a concession building, parking lots, and walking trails managed by the Anne Arundel County Department of Recreation and Parks. This project expands the Department of Recreation and Parks site improvements to add approximately 40 additional parking spaces to the lot adjacent to Thelma Ave, the demolition of the existing concessions building, and the construction of a new concession building using the template built at the Loopers Fields. The site improvements included in this procurement consist of the stormwater management in the existing parking areas will be evaluated and retrofitted to meet current standards; the design, permitting, and construction of stormwater management improvements, and the construction of a new parking area; the existing parking lot can be reconfigured to accommodate more parking; DRP has chosen lot adjacent to Thelma Ave as the new parking area conversion; demolish the existing concession building, demolish and/or abandon the existing septic system and well, and provide design services for a new concession building with new public utility connections. (2025) 18-021.24 US 219 at US 40 Alt Park & Ride, Garrett County, Maryland. Project Engineer who provided professional transportation engineering design services for the development of Preliminary Investigation (PI) milestone submittal documents for the proposed Park & Ride at the northeast quadrant of the US 219 and US 40 Alt intersection, in Grantsville, Garrett County, Maryland. BAI understands that the proposed Park & Ride lot will be in accordance with the preliminary sketch provided by District 6 with approximately 30 parking spaces. BAI prepared a SWM Concept Report including existing and proposed project descriptions, ESD to MEP computations, ESD facilities, TR-55, Water Quality Summary Sheet (WQSS), Water Quality Maps, Environmental Feature Maps, and waiver/variance letters for SWM Quantity control. Prepared water quality maps, environmental resource maps and right-of-way model. (2023) 19-005.16 MD 736 Braddock Road Sidewalk, SHA District 6, Allegany County, Maryland. Project Manager who provided professional engineering design services for the development of Preliminary Investigation (PI) documents to retrofit Braddock Road (MD 736) from Park Avenue #2 to Braddock Street with bicycle lanes and continuous sidewalk in each direction. The project lies along MD 736 in Allegany County, Maryland beginning from Park Avenue #2 and ending at Braddock Street. Overall improvements include continuous sidewalks, curb and gutter and bicycle lanes on both sides of MD 736 beginning from Park Avenue #2 to Braddock Street with minimal base widening, pedestrian ramps, traffic barrier upgrades, driveway upgrades, drainage improvements, site grading, stormwater management (SWM), maintenance of traffic, and signing. Prepared typical sections, construction plans, and pedestrian improvements like sidewalk, curb ramp, curb, and gutter design in accordance with Accessibility Policy & Guidelines for Pedestrian Facilities along State Highways. (2023) 19-005.19 MD 646 from MD 543 to MD 136, SHA District 4, Harford County, Maryland. Project Engineer who provided professional transportation engineering design services for safety and resurfacing of MD 646 (Prospect Road) from MD 543 (Ady Road) to MD 136 (Whiteford Road) in Harford County, Maryland. MD 646 is a two-lane two-way Rural Minor Collector road with AADT of 1,031 and posted speed limit of 50 MPH. The approximate length of the project is 3.13 miles. Provided [PAGE 105] engineering services for the preparation of design documents at 30% Preliminary Investigation (PI), 90% Final Review, and 100% PS&E. (2023) 19-007.02 Park & Ride Cost Estimates, SHA District 4, Project Engineer who provided cost estimates for park and ride lot improvements for sixteen locations in Harford County and Baltimore County, Maryland. Locations include Mt Carmel Park & Ride, Gunpowder Falls Park & Ride, Juniata Park & Ride, Shawan Road Park & Ride, Fallston Park & Ride, Joppa Cheyenne Park & Ride, Belair Hickory Park & Ride, Belair Marywood Park & Ride, Pylesville Park & Ride, Southwest Park & Ride, Belcamp Park & Ride, Cromwell Park & Ride, Middletown Park & Ride, Old York Park & Ride, Providence Park & Ride, and Southwest Park & Ride. The improvements include resurfacing and fine milling of existing park and ride lots, replacement of damaged curb and replacement of existing pavement markings. Provided quantity files and cost estimates. (2023) 17 Middletown Sidewalk Final Design, SHA District 4, Middletown, Maryland. (19-007.12) Project Manager responsible for improving the accessibility and mobility of pedestrians in Middletown, Maryland. The improvements will include ADA compliance for existing sidewalks, curb ramps, crosswalks, and missing sidewalk segments between existing sidewalks along MD 17 (S. Church Street) in Middletown, Maryland. Currently, sidewalks run along both sides of MD 17 between Old S. Church Street near Memorial Park and Green Street, however, there are gaps within the sidewalk segments, and the existing sidewalks, curb ramps, driveway entrances, and crosswalks are not ADA-compatible, do not meet the MDOT SHA Accessibility Policy and Guidelines for Pedestrian Facilities along State Highways and do not meet the latest version of the currently proposed Public Rights-of-Way Accessibility Guidelines (PROWAG) by U.S. Access Board. MDOT SHA recently completed construction of The Middletown Urban Reconstruction project that improved pedestrian facilities along US 40 Alt (Main Street) in Middletown, MD. This project will address the pedestrian accessibility needs along MD 17. Prepared construction plans, cost estimate, quantity notes, maintenance of traffic plans, and geometric sheets. (2024) MD 157 at Westfield Rd, SHA District 4, (19.007.14) Project Engineer responsible for professional transportation engineering design services to develop construction documents per concept plan (dated March 2022) provided from District 4, which involves removal of flex posts and installing monolithic medians to separate the left turns from through traffic, and modifications to the northwest quadrant of the intersection of MD 157 (Merritt Blvd) and Westfield Rd to reduce the opening for right-in/right-out access. Prepared construction plans, typical sections, geometric sheets and pavement marking files. (2024) I-695 from US 1 (Southwest Blvd) to I-70, SHA District 4, (19-007.16) Project Manager who provides professional transportation engineering design services for Traffic Barrier Improvements on I-695 from US 1 (Southwest Boulevard) to I-70. This task involves reviewing both the Inner Loop (IL) and Outer Loop (OL) for traffic barrier upgrades as these limits and select ramps have recently been resurfaced. This task also involves identifying and replacing existing noncompliant, deteriorating, or damaged traffic barriers and end treatments at locations within the project limits. The project limits are the I-695 inner loop and outer loops from the Northern Bridge joint on US 1 to the southernmost parapet below the bridges at the I-70 interchange, including evaluation of traffic barriers on all interchange ramps up to the pavement joints. The total project length is approximately 12.5 miles including the ramps. These project limits may be adjusted based on forthcoming changes to the TSMO limits. During the field investigations, also identified any proposed improvements (new W-Beam Traffic Barrier) where a traffic barrier does not currently exist but is warranted based on crash history and/or the proximity of unshielded roadside hazards. All improvements were proposed in compliance with the SHA Guidelines for Placement of Traffic Barrier and End Treatment Design, November 2021. Prepared construction plans. (2024) Ramp and Pier Evaluations, Baltimore County Property Management, (19-010.12) Project Engineer who provided a structural adequacy assessment for evaluating the eight existing boat ramps and nineteen existing piers in DRP’s inventory by preparing inspection reports describing the findings at each location. Presented findings in a report format that will document the current condition of the piles, pier caps, beams; provided a referencing sketch for member identification, and state if the load carrying capacity is in accordance with the code requirements. If not, suggest possible repairs for strengthening the pier. (2023) [PAGE 106] Regional Agricultural Center – Center Design, St. Mary’s County Government, Charlotte Hall, Maryland. (20-001.05) Project Engineer responsible for professional consulting services for the St. Mary’s County Government (County) to obtain concept design services for a new Regional Agricultural Center in Charlotte Hall, Maryland. BAI’s effort consisted of a desktop review of critical environmental/ historical features, preliminary concept layouts (2), site feasibility and impacts evaluation, and preparing a feasibility study report. BAI provided a desktop review of critical environmental/historical features, preliminary concept layouts (2), site feasibility and impacts evaluation, cost estimates, and document the findings in a feasibility study report. The feasibility report and concept site plans will be submitted to the Planning Commission for Concept Site Plan approval through the Technical Evaluation Committee (TEC) review process. Provided cost estimate and prepared construction plans for concept design. (2022) 19-007.08-01 US 50 WB at Airey Spur Intersection, SHA District 1, Project Engineer who provided professional transportation engineering design services for the development of Line and Grade, PI, SF, FR, PS&E, and Advertisement plans and other documents for the intersection improvements along US 50 Westbound at Aireys Spur Road. The anticipated improvements include a Maryland T design with median acceleration lanes. Prepared stormwater management plans and performed site inspection to verify existing conditions and feasibility of proposed improvements and recorded findings in notes. (2023) 20-003.03 I-70 Eastbound at US Route 29 Exit Ramp, SHA District 4, Howard County, Maryland. Project Engineer responsible for the improvement of the exit ramp from eastbound I-70 to southbound US 29. The scope of the project is to provide professional transportation engineering design services for the development of Preliminary Investigation (PI) documents for improvements of the exit ramp from eastbound I-70 to southbound US 29 in Ellicott City, Howard County, Maryland. The proposed improvements are in accordance with the Traffic Engineering Study and concept plans developed by BAI revised on April 26, 2013. This study memo presented two improvement alternatives, of which Alternative I was utilized for the development of the PI documents as directed by MDOT SHA. Proposed improvements in Alternative I include: widening of the eastbound I-70 to provide a deceleration lane and taper at the exit ramp to southbound US 29 to construct a parallel type of exit, and constructing a paved shoulder along the eastbound I-70 and US 29 ramp within the widening segment. Prepared erosion/sediment control plans, construction plans, and maintenance of traffic plans for PI. (2023) 23-015.01 MD 17 Middletown Sidewalk Revision, SHA District 7, Middletown, Maryland. Project Engineer who provides professional cost estimation and transportation engineering design services to improve the accessibility and mobility of pedestrians in Middletown, Maryland. The improvements include ADA compliance for existing sidewalks, curb ramps, crosswalks, and missing sidewalk segments between existing sidewalks along MD 17 (S. Church Street) in Middletown, Maryland. Currently, sidewalks run along both sides of MD 17 between Old S. Church Street near Memorial Park and Green Street. However, there are gaps within the sidewalk segments. The existing sidewalks, curb ramps, driveway entrances, and crosswalks are not ADA-compatible and do not meet the SHA Accessibility Policy and Guidelines for Pedestrian Facilities along State Highways and the latest version of the currently proposed Public Rights-of-Way Accessibility Guidelines (PROWAG) by U.S. Access Board. SHA recently completed construction of The Middletown Urban Reconstruction project, improving pedestrian facilities along US 40 Alt (Main Street) in Middletown, Maryland. This project addresses the pedestrian accessibility needs along MD 17. Provided construction plans and cost estimate. (2024) 23-015.03 MD 17 from Ventrie Court to Eagle Bay Dr, SHA District 7, Frederick County, Maryland. Project Engineer who provided professional transportation engineering design services for the Safety and Resurfacing of MD 17 from Ventrie Court to Eagle Bay Drive, Frederick County, Maryland. The project limits along MD 17 are from south of Ventrie Court (approximate mile point 18.00) to south of Eagle Bay Drive (approximate mile point 18.47). The proposed scope of work in this task proposal includes the final designs for: resurfacing of approximately 8,700 linear feet, or 1.65 miles, of MD 17 and I-70 interchange ramps. This includes approximately 3,050 linear feet of resurfacing along MD 17 and 5,650 linear feet of resurfacing along the interchange ramps to the theoretical gore. The wedge and level will be necessary at various locations to be determined during the field review; erosion and sediment control; trimming of existing ditches, repairs to shoulder drop-offs, headwalls, and grates, where necessary; extending existing pipe culverts and install new end walls; assessing and updating traffic barriers and end treatments to meet MASH standards; evaluating bicycle compatibility to meet the latest SHA guidelines; reinstalling pavement marking, raised pavement markers, and rumble strips in compliance with the 2023 MUTCD and any supplement, guidelines, or revisions from the SHA Office of Traffic & Safety. [PAGE 107] Performed site inspection to confirm existing conditions and feasibility of proposed improvements and recorded findings. (2024) 23-015.04 MD 736 and Park Avenue Roundabout Study, MD SHA. Project Engineer responsible for the preparation of a project feasibility study and concept design plans for the implementation of a single-lane roundabout at the intersection of MD 736 (Braddock Road) and Park Avenue using two (2) different design vehicles. This study includes evaluation of existing and proposed site conditions, design constraints, traffic and safety analysis, stormwater management needs, roundabout layouts, and construction cost estimates. Additionally, the project evaluated the right-of-way impacts, environmental impacts, utility impacts, and required permits. Provided construction plans for PI. (2023) 19-005.04 MD 413 Bike Path, Westover, Maryland. Project Engineer who provided professional water resources engineering design services for the development of Modified PI, SF, FR, PS&E, and Advertisement plans and other documents for the construction of 10-foot bike path along 3.2 miles on the east side of MD 413, along an abandoned Eastern Shore railroad alignment. Prepared stormwater management plans. (2023) Bel Air CDL Course, MDOT MVA. Bel Air, Maryland. Project Engineer who provided cost estimating services and professional transportation engineering design services to provide pavement remediation and reinstallation of traffic barrier at the Commercial Driver’s License Course at the MVA Branch in Bel Air, Harford County, Maryland. BAI collected field data and developed preliminary design plans, specifications, and itemized estimates for the improvements. Prepared base design files developed draft concept plan and cost estimate. (2022) 20-002.08 Bel Air MVA Branch CDL Course Traffic Barrier, MDOT MVA. Bel Air, Maryland. Project Engineer who provided cost estimating services and professional transportation engineering design services to develop construction documents for the removal of traffic barriers, pavement marking, and installation of bull nose end terminal at the Commercial Driver’s License Course at the MVA Branch in Bel Air, Harford County, Maryland. Prepared construction plans and cost estimate. (2022) 20-002.09 [PAGE 108] GIRUM TESHOME GEBREGZIABIHER BRUDIS & ASSOCIATES, INC. LEAD CONSTRUCTION INSPECTOR PROJECT ASSIGNMENT: Girum is a transportation construction and engineering professional with over 31 Lead Construction Inspector years of diverse experience in the heavy highway construction and transportation PROFESSIONAL REGISTRATION: industry, specifically as an Inspector / Lead Inspector / Assistant Project Engineer WACEL Soils Level 1 for the various heavy civil construction projects. He is an expert in all administrative and field activities to a heavy civil construction program including WACEL Concrete Level 1 but not limited to change orders, RFI’s, correspondence, meetings, conferences, ANGA Nuclear Guage partnering, schedules, document control, and materials clearance. He has OSHA 10 extensive experience with project meetings including but not limited to Pre- VDOT Asphalt, Soils and Aggregate, Construction, Partnering, Progress, Pre-Pave, Pre-Pour, MBE/DBE and Pre- Pavement Marking Erection. WMATA L2, CRWP Girum career started as a trainee and worked to the level of lead inspector while AMTRAK - RWP gaining experience in many aspects of site civil and highway construction KEY EXPERIENCE: including but not limited to materials testing, clearing and grubbing, erosion and Lead Inspector sediment control, excavation, embankment, SWM facilities and structures, curb and gutter, sidewalk, sub-grade preparation, unsuitable materials, sub- Partnering foundation investigation, sub-grade installation, base and surface course asphalt Materials Clearance paving, pavement markings, highway lighting, street lighting, maintenance and Document Control inspection of traffic control, structure excavation, pile driving, form work for Materials Testing footings, reinforcement steel, concrete footings, parapets, wing walls, prestressed concrete beams, precast bridge decks, MSE walls, SIP formwork, E&S / SWM bridge deck prep, epoxy coated rebar, steel sheer studs, setup and dry run on Paving Bidwell bridge deck, sequenced concrete deck pours, neoprene expansion joints, Bridge (Concrete / Structural Steel) signage, traffic signalization, ADA, drainage, and work zone safety. Structural Inspection Girum has performed QA/QC inspections and ensures all work is being done in MSE Walls conformance with the Contract Documents and Specifications, including the ADA Invitation for Bids (IFB), Plans, and Specifications. He has extensive experience ITS with Procore, Microsoft Office and other software’s utilized for eConstruction. MOT RELEVANT WORK EXPERIENCE Drainage Senior Construction Inspector, WMATA – 5/22 – 9/24 - This project was for leak Contractor Payment mitigation along the WMATA network of Stations, Track, Tunnels and Bridges. He Work Zone Safety collected, compiled, and analyzed data from the physical work site, surveys, structural plans, blueprints, schematics, data, technical drawings, flow diagrams, EDUCATION: material sampling, computer generated reports, and other matrices for single, BS – Construction Technology and multi-phase, or multi-site field inspection activities. Use survey instruments, Management – Ethiopia metering devices, and test equipment to perform inspections on projects of Diploma – Construction Technology moderate complexity and/or scope, including proposed and existing site - Ethiopia conditions, equipment, construction, materials, controls, resources, layout, alignment, and elevation to determine conformance with applicable rules, RELEVANT EXPERIENCE: standards, codes, and construction or operating permits. Girum was responsible 31 Years of Experience for following standard practices to provide technical assistance and guidance that accounts for the proper inspection, construction, and functioning of buildings, highways, roads, bridges, materials, structures, infrastructure, equipment, and/or mechanical systems according to design standard specifications. He acted as consultant regarding work progress and problem resolution; may serve as the only inspector on construction project or assist in overseeing construction inspection activities for projects of a moderate scope and complexity within a district. He verified load calculations, change orders, interpretation of contract plans and specifications, resolved differences in interpretation of plans and specifications. Girum monitored project phasing plans and contractors' work to ensure quality control and contract compliance; documenting work progress and issues arising throughout scope of project. He [PAGE 109] worked with cross-functional teams in executing project work; attended pre-construction meetings and answer questions from contractors and other attendees; assisted with calculating payments due to contractors for work completed; wrote technical reports summarizing inspection findings and conclusions, generating complete, accurate, and concise documentation using photographs, sketches, calculations, software, spreadsheets, technical drawings, flow diagrams, 2D/3D illustrations, and reports; assisted technical staff, project managers, and contractors with risk identification and assessment, offering input, analysis, escalation, or resolution with construction, mitigation, and improvement activities for more intricate and involved construction or engineering problem; and assisted with work plan preparation and coordination of any field/site work, reviewing staffing, and equipment utilization data and time/cost estimates. Construction QA/QC Inspector, Various Clients – 3/22 - 5/22 – Girum was responsible for checking and assuring that the project pavement design is in accordance with the client specifications; materials clearance; quality assurance and control of materials; measure and calculate materials quantities such as tack coat, asphalt, concrete, pavement markings, etc; conducted site and laboratory materials testing including proctor Atterberg limit, CBR concrete compressive strength, sieve analysis, unit weight, slump, air entrainment, and concrete cylinder preparation and sampling. He also performed inspection of the construction of earth work, subgrade, embankment, base and surface asphalt, and concrete placement for various sites including taxiways, aprons, highways, and access roads. Construction Technician, Various Clients – 7/19 – 11/21 – Girum was responsible for the field foundation testing and inspection of various structures. This included the testing and inspection of subgrade foundation prep, reinforcement steel, backfill, and concrete placement. He conducted site and laboratory materials testing including proctor Atterberg limit, CBR concrete compressive strength, sieve analysis, unit weight, slump, air entrainment, and concrete cylinder preparation and sampling. Material / Pavement Engineer, Ethiopia – 12/15 – 9/17 – Girum was responsible for the QA/QC reviews ensuring that the project pavement design is in accordance with the client need which Sustain the expected traffic properly; conduct feasibility study for different projects; serve as the quality assurance Material Engineer during the project implementation period and follow the day-to-day quality of the project work; constructability reviews; materials clearance; and document control. He provided desktop and field inspection of structures to ensure they are built and performing as per the design drawing and specification. Typical structures included but are not limited to: Briges, Culverts, Cross Pipes, Manholes, Drainage Pipes, Foundations, Dimensions, Rebar Size, Spacing, Formwork, Scaffolding, Piers, Abutments, Girders, Slabs, Bearings Cups, Handrails, Approach slabs and Guardrails. He conducted site and laboratory materials testing including proctor Atterberg limit, CBR concrete compressive strength, sieve analysis, unit weight, slump, air entrainment, and concrete cylinder preparation and sampling. Material Inspector, Ethiopia – 11/94 – 12/15 – Girum was responsible for checking and assuring that the project pavement design is in accordance with the client specifications; materials clearance; quality assurance and control of materials; measure and calculate materials quantities such as tack coat, asphalt, concrete, pavement markings, etc.; conducted site and laboratory materials testing including proctor Atterberg limit, CBR concrete compressive strength, sieve analysis, unit weight, slump, air entrainment, and concrete cylinder preparation and sampling. He also performed inspection of the construction of earth work, subgrade, embankment, base and surface asphalt, and concrete placement for various sites including taxiways, bridges, vertical structures, sidewalks, drainage, aprons, highways, and access roads. [PAGE 110] AB CONSULTANTS, INC. Ph: (301) 306-3091 9450 Annapolis Road Fax: (301) 306-3092 Lanham, Maryland 20706 www.abconsultantsinc.com Engineers Planners Surveyors Support Services May 16, 2025 Mr. Brandon Freeman CPJ, Inc 6305 Ivy Ln # 710, Greenbelt, Maryland 20770 Ref: Task: Unit Proposal for Construction Inspection and Material Testing Services for Powhatan Street Bridge Rehabilitation AB Proposal No. 2025256-00 Dear Mr. Freeman: Pursuant to your request, AB Consultants, Inc. (AB) is pleased to submit a unitary rate proposal to provide construction inspection and material testing services for the Powhatan Street Bridge Rehabilitation. Our understanding of the project and scope of services are as follows. Perform construction inspection, quality control, monitoring and material testing required for the following activities during the construction period. Construction schedule is anticipated six (6) months. (cid:120) Earthwork including foundation check. (cid:120) Cast-in-concrete. (cid:120) Laboratory testing. (cid:120) Asphalt, if needed Construction Inspection Services: a) Perform necessary and appropriate laboratory testing on materials proposed for use as control-fill and backfill in accordance with ASTM standards and/or project specifications. The laboratory soil testing may include but is not limited to Moisture Content, Sieve Analysis, Atterberg Limits, and Proctor. b) Perform inspection to observe conditions of the bottoms of excavation or the exposed subgrade prior to any fill placement, including observation of proof rolling, suggestion of corrective measures at excessively soft areas. c) Perform inspection to monitor the placement of fill and backfill operations. The inspector at the site will perform in-place density tests by suitable ASTM methods, such as ASTM D6938 or per project specifications. In addition, our representative at the site will ensure that each lift with the proper layer thickness is placed and compacted in accordance with specification requirement prior to the placement of additional fill. d) Monitor concrete placement to assure the quality of workmanship. This will include sampling and field-testing of concrete for slump, temperature, air content and preparing concrete test cylinders for laboratory testing. The laboratory testing for concrete will include storing, curing, and compressive testing of test cylinders. e) Provide periodic quality assurance services of Project Manager with Geotechnical and Material Engineering expertise. These services will include observation of inspection techniques, technical recommendations to owner and contractor for differing site conditions, perform weekly site visits, review Daily Inspection Reports, review Laboratory test results and prepare summary reports as needed in accordance with the project requirements. f) Prepare field inspection logs and reports to monitor compliance with construction documents. Daily field reports and laboratory test reports will be updated promptly. Field reports are routinely sent at a pre- Branch Office: 7020 Tudsbury Road, Windsor Mill, MD 21244, Ph: (443) 729-2650; Fax: (443) 729-2711 [PAGE 111] May 16, 2025 AB CONSULTANTS, INC. Powhatan Street Bridge Rehabilitation AB Proposal No. 2025256-00 Page 2 determined schedule. g) Provide representation at project meetings on an as requested basis. h) Provide consultation on problems that arise during construction, shop drawings or design review. Qualifications and Personnel: AB’s staff has extensive experience in geotechnical engineering, construction monitoring, inspection, and material testing. Our material testing laboratory is certified by American Association of State Highway and Transportation Officials (AASHTO). AB field technicians provided for the project will be certified by different organizations to perform the required tasks. Also, we participate in the AASHTO Accreditation Program to maintain material testing standards and accuracy. Our field observations and tests will be under the supervision of registered professional engineers from our office. This professional engineer will be available for consultation and site inspection as required, and review reports of our services. Related Fees: Per our understanding of the nature and extent of the field construction inspection and material testing services, we would like to quote the service prices on an hourly and unit basis at this time. Field inspection and testing will be charged based on a minimum of four (4) hours per trip. AB unit rates are based on an 8-hour work shift, Monday through Friday. Overtime of more than 8 hours per day will be invoiced at a rate of 1.5 times the normal hourly rate indicated in the aforementioned Table. A trip charge of $40.00 per day will be applied in lieu of mileage charges. However, we will waive overtime for this project. The hourly prices include equipment and material needed to perform field inspection and testing. Field services for the reference project will be performed by our engineering technician. The stated scope of services will be billed at the prevailing unit rates of the following table, which are based on portal-to-portal travel. All field activities will be scheduled and supervised by a project engineer and registered engineer with the Contractor and/or Client’s representative. General administration, project management, data handling, report preparation will require project engineer and registered engineer’s time and will be invoiced at rates as indicated in the following table only when work by subcontractor is ongoing. No other engineering, attendance at meetings, or other administrative charges apply unless the professional’s time is required due to unsuitable soil/site conditions being encountered and reports provided for final data submittals. ENGINEERS PLANNERS SURVEYORS SUPPORT SERVICES [PAGE 112] May 16, 2025 AB CONSULTANTS, INC. Powhatan Street Bridge Rehabilitation AB Proposal No. 2025256-00 Page 3 Table: Service Fee (For Budgetary Purpose Only) Item Description of Services Quantity Unit Unit Price Est. Cost Observe earthwork operation; perform field Engineer tests on soil, asphalt, aggregate, concrete 576 hour $ 65.00 $ 37,440.00 Technician NOTE: Overtime and equipments rentals are all included in the proposed unit rate Perform routine project coordination, Project supervision and general management; Administration field working provide technical support and report 72 $ 105.00 $ 7,560.00 and day preparation; review and sign all data Management submittals; and contingency On Needed Bases: Attend field construction Project meeting; visit site, consult for field issues 20 hour $ 150.00 $ 3,000.00 Engineer encountered On Needed Bases: Provide consultation in Registered unusual circumstances; attend field meeting; 8 hour $ 190.00 $ 1,520.00 Engineer review and sign data submittals Lab Test Concrete cylinder curing and compressive cyl. $ 18.50 $ - Concrete strength test Lab Test Proctor and Classification tests sample $ 350.00 $ - Agg/Soil Asphalt paving box sample lab testing if Field & Lab Test sample $ 700.00 $ - needed Specific Gravity for HMA Core lab testing if Field & Lab Test sample $ 90.00 $ - needed Specific Gravity and Density for HMA Core Field & Lab Test sample $ 125.00 $ - lab testing if needed Field Test Misc. Trip Charge day $ 40.00 $ - Cost ESTIMATED TOTAL $ 49,520.00 Assumptions: 1. Attend one (1) Prince George’s County pre-construction meeting and one (1) on-site meeting. Additional meetings and a site visit can be provided, if necessary. 2. Most of the inspection and testing service will be focused on soils compaction, foundation checks, concrete and reinforcing steel inspections. 3. Based on the information provided, it is assumed our services will be needed three (3) times a week for six (6) months, based on the information provided we anticipate seventy-two (72) days for the oversite and inspection work. 4. An average of 8 hours per day is assumed. 5. Four (15) sets of six (6) 4-inch diameter concrete cylinders will be cast per concrete pouring-day for all general construction is assumed. 6. Concrete, soil proctor and asphalt related testes are not included in the price estimate. ENGINEERS PLANNERS SURVEYORS SUPPORT SERVICES [PAGE 113] May 16, 2025 AB CONSULTANTS, INC. Powhatan Street Bridge Rehabilitation AB Proposal No. 2025256-00 Page 4 Scheduling: AB will provide suitable personnel for this project at the request of your representatives. We require 24- hour minimum advance notice to enable us to schedule the work efficiently. In addition, for cancellations of scheduled work, we require notice prior to the preceding work schedule, and 4 business hours are expected. AB reserves the right to invoice a reasonable amount to cover travel, labor and other expanses related to scheduled work that is not canceled in a timely manner. Contractor Responsibilities: AB field representative will be on site to observe the Contractor or Subcontractor’s work and conduct field tests. Our work does not include supervision or direction of actual work performed by the Contractor or Subcontractor’s employees or agents, and the Contractor should be so advised. The Contractor or Subcontractor should also be aware that neither the presence of our field representative nor the observation and testing by ABC shall excuse them in any way for defects discovered in work. Exclusions: (cid:120) Concrete Batch Plant Inspection, monitoring and / or testing. (cid:120) Testing and/or monitoring for utilities i.e. pressure test, chemical test etc. * * * * * We appreciate this opportunity to offer our services and are available to discuss the contents of this proposal at your convenience. Please signify your acceptance of this proposal by returning a copy signed in the space provided below. Respectfully, AB Consultants, Inc. AD Patel Andinet Tolla, P.E. Project Manager Geotechnical and Construction Services Attachment: Standard Terms and Conditions CLIENT: We hereby accept the conditions of this contract and authorize AB Consultants, Inc. to proceed in accordance with the outlined proposal. Authorized Signature Date Type/Print Name & Title M:\EOI\2025\2025036-00 Marley Creek Ruth Parker Eason School SWM Retrofit\4-Proposal\2025036-00 Marley Creek Ruth Parker Eason School SWM Retrofit (Insp).doc ENGINEERS PLANNERS SURVEYORS SUPPORT SERVICES [PAGE 114] AB CONSULTANTS, INC. - STANDARD CONTRACT TERMS AND CONDITIONS I. DEFINITION: are required to be filed with public agencies, are and shall remain the For the purpose of this contract CLIENT shall be defined as the property of ABC without the need for consent of the CLIENT. Any person(s) signing this contract authorizing the work, all persons or designs that are prepared are for the sole use of CLIENT for his intended business entries for whose benefit AB Consultants, Inc.'s (ABC) services uses for this project, and ABC only, whether those uses are written or rendered and all persons who will be personally responsible for payment verbally conveyed to ABC. of all services. Plans and reports will be retained for a period of twenty-four (24) months after completion of the design or project. During that period, II. CLIENT'S RESPONISIBILITIES: copies may be obtained, by CLIENT for his use on this project, for the Provide all criteria and full and complete information as to cost of reproduction. After 24 months, additional costs to those of project requirements including design objectives and constraints, space reproduction may be required. ABC reserves the right to retain hard copy capacity and performance requirements, flexibility and expand ability, and originals of all project documentation delivered to the owner in machine- any budgetary limitations. readable form, which originals shall be referred to and shall govern in the Assist ABC by placing at their disposal all available information event of any inconsistency between the two. pertinent to the project including previous reports, title reports and any other data relevant to the surveying, design or construction of the project. IV. LIABILITY: Furnish to ABC as required for performance of ABC's Basic CLIENT recognizes and assumes the inherent risks connected Services, data prepared by or services performed by others, including, with development and construction. The CLIENT agrees to limit ABC's without limitation, soil borings, probing, and subsurface explorations, liability to the CLIENT, due to ABC's negligent acts, errors or omissions to hydrographic surveys, laboratory tests and inspection of sample, an amount not to exceed $50,000 or the total ABC charges for services materials and equipment; appropriate professional interpretations of all of rendered on a project, whichever is greater. However the CLIENT the foregoing; environmental assessment and impact statements; reserves unto itself the sole right to require an increase in the liability property, boundary, easement, right-of-way, topographic and utility protection afforded by this agreement when it determines, based upon the surveys; property descriptions; zoning; deeds or title certifications, and services to be provided, said increase is necessary for the protection of other land use restrictions; and other special data, all of which ABC may the CLIENT. Upon the inability of the contractor to provide such rely upon in performing their services. additional liability, the CLIENT may, without causing a default under the Arrange for access to and make all provisions for ABC to enter contract, seek to secure and procure the required services with another upon public and private property as required for ABC to perform their contractor who can provide an increased liability. services, including providing identification of any special plantings, landscape items, etc. to which ABC must pay special attention during any V. DISCLAIMERS: field work so as not to damage these items. It is understood that in the It should be pointed out that there are various factors that may interfere normal course of work, some excavation may be made and the with the location of subsurface objects through geophysical surveys. The excavation be refilled, or damage may occur to surface features and factors that affect location include soil composition, moisture, depth, landscaping, the correction of which is not a part of this content. proximity of other utilities and/or structures, etc. These factors have a Examine all studies, reports, sketches, plans, drawings, direct bearing on the signal strength of the geophysical devices that we specifications, proposals and other documents presented by ABC., obtain use for detection purposes. For example, any ferrous object will generate advice of any attorney, insurance counselor and other consultants as a magnetic anomaly during a survey, and GPR technology may not work CLIENT deems appropriate for such examinations and render, in writing, well in clayey soil. A definitive answer can be obtained through direct decisions pertaining thereto within a reasonable time so as not to delay excavation at each anomaly. Therefore geophysical survey should be the services of ABC. used only to supplement existing underground utility databases. It should Designate in writing, a person to act as CLIENT'S not be used as a sole source of underground utility information. Due to representative with respect to the services to be rendered under this these reasons, ABC will not accept responsibility for actions taken as a contract. Such person shall have complete authority to transmit result of this survey. ABC will not be responsible for any under ground instructions, receive information, contract amendments, interpret and utility not detected by this survey. ABC will also not be responsible for define CLIENT'S policies and decisions with respect to materials, any anomalies interpreted as underground utilities that are caused by equipment, elements, and systems pertinent to ABC's services. other underground features. Give prompt written notice to ABC whenever CLIENT observes or otherwise becomes aware of any development that affects the scope or VI. NEGOTIATIONS: timing of ABC's services. Any negotiations for the Client other than those normally Provide safe and secure working conditions. If the CLIENT fails required with review agencies in the course of processing this project will to provide such conditions, ABC in its sole discretion, reserves the right to be an extra charge based on Standard Billing Rates in effect at time of leave the job site. The CLIENT shall hold harmless indemnify and defend said negotiations, unless said negotiations are specifically included in the ABC against any delay resulting from such action, plus damages, court written scope of work. costs, and attorney's fees, as long as the unsafe condition exists. ABC shall not be liable for damages resulting from action or Provide a minimum of 48 hours advance notice for field surveys. inaction of government or other approving agencies, and ABC. shall act as an advisor, only, in all government relations. III. ASSIGNMENT: It is further agreed that, in the event of claims or disputes arising Neither this contract nor any rights or duties hereunder may be from this contract or from the services provided herein, such claims, or assigned or delegated by the CLIENT to any other person without the disputes may, upon mutual agreement of both parties, be submitted to express written consent of ABC. non-binding mediation or arbitration, as defined in and provided in the As instruments of service, all plans, original papers and rules of the American Arbitration Association. The parties hereto further documents, and copies thereof, produced as a result of this contract agree that they will follow the procedures and rules of the American whether in hard copy or machine-readable form, except documents which Arbitration Association in the conduct of said mediation or arbitration. ENGINEERS PLANNERS SURVEYORS SUPPORT SERVICES [PAGE 115] AB CONSULTANTS, INC. - STANDARD CONTRACT TERMS AND CONDITIONS Any fees arising from mediation or arbitration shall be divided equally ABC reserves the right to stop work on this project if payment is between the parties. not received within 15 (fifteen) days of billing and the CLIENT has been In any action, claim, lawsuit or arbitration instituted by CLIENT given 7(seven) days written notification. against ABC for claims or disputes arising from this contract or from the Unless otherwise indicated in the Contract, charges and costs services provided herein where ABC is the prevailing party, CLIENT shall indicated herein are quoted for a time period of 6 (six) months from the pay ABC any and all costs of defense, including all attorney's fees. The data of the scope of the work, after which they are subject to negotiation. parties agree that venue for any litigation arising out of this contract shall Should ABC find it necessary to take legal action for be in Prince George's County, Maryland. nonpayment under the terms of this contract, the undersigned agrees to pay all attorney fees (33% of unpaid fees or actual fees, which ever is VII. REVISIONS: greater) and court costs incurred by ABC. Court costs shall include, and Any revisions, changes, additions, or alterations made in the not be limited to: expert witnesses, deposition and subpoena costs, long laws, regulations, policies or ordinances applicable to this project or distance phone calls, filing and copying fees. requested by the CLIENT after acceptance of the scope of work shall be an extra charge at Standard Billing Rates in effect at the time of said X. RETAINER: revisions. Should revisions be necessary, work will not continue until the Unless otherwise indicated in the Contract, it is ABC's policy to CLIENT's approval is obtained. require a retainer for services to be performed. This retainer covers the Lump sum fees are based on work being performed in a costs of initial efforts including, but not limited to, processing, preliminary systematic, orderly and progressive manner. If circumstances peculiar to research, organization of data and scheduling necessary to begin the the particular operation or specific service effect the manner of work, the project. The retainer will be normally applied to the final billing. The lump sum fees are subject to increase in accordance with the extra time retainer in the amount of 30% of all projects up to $1,500.00 is required. expended at the prevailing hourly rate schedule, will be necessary For projects over $1,500.00, a minimum retainer of 10% is required. charges for extra work: Please include the appropriate amount with the signed Job Authorization 1. Work requiring less than a four (4) hour survey party day at Contract and return to ABC's office for the work to be scheduled. the site unless performed at the discretion of ABC. 2. The cost of re-staking in the event that any field staking is XI. CREDIT VERIFICATION: damaged by causes or parties other than ABC. CLIENT authorizes ABC to make any and all inquiries 3. Resetting of destroyed horizontal or vertical controls necessary to verify CLIENT's credit standing and hereby indemnifies and necessary for the survey assignment. holds ABC harmless from any liability resulting from such credit 4. Premature work orders by the CLIENT, when the surveyor investigation. attempts to complete the assignment but is not able to perform as requested because of various items beyond the surveyors control such as XII. SEVERABILITY: uncleared trash, debris, building materials, vehicles, earthwork, denied If any clause, sentence, part or parts of this contract or any access, control points to be established by others, etc. section thereof shall be declared by any court of competent jurisdiction to 5. Any additional work requested by the CLIENT that is not be invalid or constitutionality shall not affect the validity or constitutionality covered by the Contract Scope of Services. of the remaining parts of this contract or of any section thereof. ABC may delay or forebear enforcing any or all of its rights VIII. BILLING: under this contract without being deemed to be a waiver of rights. Bills will be rendered monthly, with an invoice of all work This offer to contract shall be null and void if not accepted by preformed during the billing period based on hourly rates or a percentage CLIENT and returned to the office of ABC within 30 (thirty) days of offer of lump sum tasks completed. Unless otherwise indicated in the Contract, date. mileage, long distance telephone charges, facsimile charges, printing charges, federal express charges, courier charges, etc. will be involved on If you are in full agreement with this request, please sign below. a direct cost plus 10 per cent. CLIENT must notify ABC of billing disputes, in writing, within 10 days of receipt of bill. Failure to notify ABC within the prescribed time Printed Name frame constitutes acceptance of the work and of the invoice. The CLIENT shall pay, in advance, the costs of government agency checking, inspection, submission and permit fees, subconsultant Signature fees, soil testing fees, aerial topographic fees, title company charges, out of house blueprints and reproductions, and all other charges not specifically covered by the terms of this contract. If ABC, at their Date discretion, advances such costs or fees, etc. to expedite the processing of the project, minimum handling charges of 10% in addition to the amount advanced, shall be paid by CLIENT to ABC. IX. PAYMENTS AND TERMS: Payment is due and payable upon receipt of invoice and is past due 30 (thirty) days from invoice date. Should any payment not be made within 30 (thirty) days from the invoice date, such payments will be subject to an interest charge of 1.5% (one and a half percent) compounded monthly, from the date of the invoice. Unpaid invoices will be rebilled monthly. A rebilling charge will be added to the unpaid balance. ENGINEERS PLANNERS SURVEYORS SUPPORT SERVICES [PAGE 116] May 28, 2025 Brandon Freeman, PE Project Manager CPJ Associates 1751 Elton Road. Suite 300 Silver Spring, MD 20903 RE: Powhatan Street Bridge Rehabilitation Construction Management & Material Testing Services for City of New Carrollton, MD Dear Mr. Freeman EBA Engineering, Inc. is pleased to submit this proposal to provide professional engineering services for the subject task. Our team will perform site visits, construction inspection oversight, material testing and document management services for the subject project. The scope and assumptions under this task include the following: EBA to provide full time construction inspection services for this project via an assigned Inspector on site. EBA to provide part time construction management services for this project via an assigned Construction Manager. EBA to provide On-Call material testing services (on-site) for this project via a Material testing technician EBA to provide document management and book-keeping services for this project. EBA to provide Lab testing services for all construction material used to ensure compliance to specs and standards. EBA to provide project closeout services upon final completion by the general contractor. A project duration of 180 days as identified in the RFP documents has been used to calculate construction management & inspection services manhours. The fee proposal does not include hours required to provide any off-site plant inspection services for this project. EBA's proposed budget to perform this task is $176,162.00. The attached worksheet was used to derive fees for this proposal. If you should have any questions, please do not hesitate to contact Pranoy Choudhury, CCM at 864-633-9140 or email pranoy.choudhury@ebaengineering.com. Sincerely, COO/Executive V.P. EBA Engineering, Inc. [PAGE 117] POWHATAN STREET BRIDGE REHABILITATION CMI Services COST PROPOSAL 5.28.2025 DESCRIPTION UNIT RATE AMOUNT Full Time Inspection (Inspector) 1058 Hrs. $91.00 / Hr. $96,278.00 Full Time Inspection Overtime 50 Hrs. $45.50 / Hr. $2,275.00 Construction Management (CM) 353 Hrs. $171.60 / Hr. $60,574.80 Materials Technician 100 Hrs. $65.00 / Hr. $6,500.00 Soil /AggregateTesting Proctor 1 EA $180.00 $180.00 Sieve Analysis 1EA $85.00 $85.00 Attenberg 1EA $85.00 $85.00 Moisture 5 EA $16.00 $80.00 Nuclear Gauge 24 Days $35.00 $840.00 Classification 1EA $180.00 $180.00 Concrete Compressive Testing 12 EA $120.00 $1,440.00 Asphalt Testing Specific Gravity 50 EA $16.00 $800.00 Miscellaneous Mileage Inspector 360 Trips $0.67 $5,049.38 Construction Manager 88 Trips $0.67 $825.44 Field Testing Technician 50 Trips $0.67 $469.00 Document Reproduction LS $500.00 $500.00 Total $176,161.62 [PAGE 118] MEMORANDUM TO: Mayor Phelecia E. Nembhart and City Council Members FROM: William Barclay DATE: July 4, 2025 SUBJECT: New Carrollton Bridges Update Dear Mayor Nembhart and City Council Members, This memo is to give a status of all of New Carrollton’s bridges and actions that we will have to develop over this next fiscal year so that we don’t have the same situation as the Powhatan Bridge. The City has 5 main roadway bridges and 1 pedestrian bridge that we need to give updates on. Below you will have the reports on the 3 major structures that the county inspects every 2 years. Our other 2 bridges will have to hire a bridge inspection firm to confirm the structure. Qualified Bridge Inspection Firms- listing received from the County City of New Carrollton Bridge Exhibit- Reviewed New Carrollton Bridges with the County. The County recommends that we have the minor structures inspected every 5 years. Farmcrest Road, Pedestrian Bridge No 1214 ○ Because of the state of the bridge we had the County do an inspection results are noted below. Observations: ● The overall condition of the bridge is in fair condition. ● The deck exhibits several holes which were noted in the 2017 inspection Report. The bridge decks exhibit several holes due to corrosion. Recommendations: ● Install steel plates over the spots documented in the photos. This will keep the bridge safe until the bridge is replaced. ● Or close the bridge until the bridge is replaced. Replacement ● We anticipate the advertisement date for this project sometime late 2027 or early 2028. Prince Georges County Major Structures in New Carrollton P-N-01 Powhatan St [PAGE 119] ● Prince George's County Inspection Report ● Replace in process ○ traffic plan meeting with Fort Myer on Wednesday, July 9th. ○ Demolition begins at 7am Wednesday, July 16th. P-N-02 Lamont Dr ● Prince George's County Inspection Report from January 6, 2023 Repair concerns page 8 P-N-03 Lamont Dr Prince George's County Inspection Report from January 5, 2023 [PAGE 120] Repair concerns page 8 As we continue to work through our transparency concerns and infrastructure deficiencies we wanted to communicate this information to the Mayor, Council and Residents. [PAGE 121] We are looking for the Council to give us what they want next steps to be since they control the budget. Thank you for your consideration.