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21. TITLE AND LOCATION (City and State) <br />20. EXAMPLE PROJECT KEY NUMBER <br />6 <br />Environmental Engineering <br />& Geotechnical Services <br />22. YEAR COMPLETED <br />Campus Building 6 Renovation, Eduardo J. Padron PROFESSIONAL SERVICES CONSTRUCTION (1fapplicable) <br />Campus 2015-2018 N/A <br />Miami, FL <br />23. PROJECT •WNER'S INFORMATION <br />a. PROJECT OWNER b. POINT OF CONTACT NAME 1c. POINT OF CONTACT TELEPHONE NUMBER <br />Miami Dade College <br />,.t <br />PIT <br />Beppi Wolff Ligonde 1(305) 237-2535 <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />The $35 million Campus Building 6 renovation project is located on the Eduardo J. Padron <br />Campus (formerly the InterAmerican Campus) in Miami, Florida. The College required <br />expansion to the campus due to unprecedented growth. Renovations consisted of a <br />complete remodel of atrium, ground and mezzanine for conversion to student spaces, <br />upgrading existing infrastructure, enhancing building facade, new elevator tower, complete <br />finish renovation, and converting floors 5 - 7 to classroom and student areas. <br />Terracon furnished geotechnical engineering, materials engineering, testing and <br />inspection services for the renovation project as part of the aforementioned continuing <br />contract. Terracon served as the geotechnical engineer of record for the elevator shaft construction at the Building 6 in <br />2015. The new elevators were constructed after demolition of the existing structure. The elevator foundation was installed <br />approximately 8 feet below the existing grade. The foundation was designed using an allowable bearing pressure of 5000 psf; <br />the existing structure was supported on a shallow foundation system bearing at the same elevation of the proposed elevator <br />foundation and was also designed using an allowable bearing pressure of 5000 psf. <br />Geotechnical exploration services were conducted to provide information and geotechnical engineering recommendations <br />relative to subsurface soil conditions, foundation design and construction, earthwork, and groundwater conditions. Soil borings <br />were performed to depth of 30 feet below the existing ground surface. The soil samples were collected, classified in the field, <br />then transported to our laboratory for additional testing and classification. Terracon also performed construction materials <br />testing, laboratory testing, and special inspection services for the site work and building improvements, including elevator <br />shaft construction, at Building 6 from 2015 to 2017. Terracon's scope of work included earthwork observation and testing, <br />concrete testing and observation, concrete cylinder and beam testing, field density testing, Windsor probe testing, grout <br />compressive strength testing, concrete compressive strength testing, and fireproofing testing. <br />The College requested a background noise assessment to evaluate exterior traffic noise levels on first and second floor <br />classrooms facing the roadway in 2018. The background noise assessment Terracon performed included the following. <br />Monitoring was conducted using Type 1 integrating/data logging sound level meters (SLM) equipped with octave band <br />analyzers. <br />Monitoring was conducted in two locations (first and second floor classrooms) for approximately 60 minutes in each <br />location. A and C -weighted average and octave band sound levels were measured. Monitoring was also conducted <br />outside of the building. <br />The first -floor classrooms were tested in the morning and during the afternoon "rush hour" traffic conditions. The second - <br />floor classrooms were only tested during afternoon hours (between classes). Terracon provided recommendations to <br />the College to assist in lowering the interior classroom noise. <br />Firm's Fee: $99,529 estimated <br />(1) FIRM NAME <br />a. Irerracon <br />(1) FIRM NAME <br />b lrerracon <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br />(2) FIRM LOCATION (City and State) <br />Fort Lauderdale, FL <br />(2) FIRM LOCATION (City and State) <br />Miami Lakes, FL <br />(3) ROLE <br />Prime Consultant <br />(3) ROLE <br />Prime Consultant <br />STANDARD FORM 330 (REV. 812016) 65 <br />