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E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 15. FIRM NAME AND LOCATION (City and State) Cummins Cederberg, Inc. South Miami, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) B. S.C., Civil Engineering M. S.C., Coastal Engineering 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Engineering Intern Florida Board of Professional Engineers. STANDARD FORM 330 (6/2004) PAGE 2 12. NAME Leonard Barrera Allen 13. ROLE IN THIS CONTRACT Project Engineer 14. YEARS EXPERIENCE a. TOTAL 3 b. WITH CURRENT FIRM 3 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Member of American Society of Civil Engineers Member of Society of Hispanic Professional Engineers Member of Florida Water Environment Association 19. RELEVANT PROJECTS f. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) g. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) h. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm i. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm j. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) Winston Towers 700, Sunny Isles Beach (1) TITLE AND LOCATION (City and State) 14 Street End Seawall, Miami Beach les. ll. (1) TITLE AND LOCATION (City and State) Seacor Island Lines Terminal RoRo Ramp Slab, Fort Lauderdale rtReplacement of 320 square feet of Seacor's Island Lines Terminal Roll On/Roll Off (RoRo) ramp in Fo newLauderdale. The design consisted of replacing the failed structural segment and replacing it with a redesigned slab connected to the existing structure. In addition to the installation of a new slab, repairs were specified along the bulkhead that connected to the RoRo ramp slab. (1) TITLE AND LOCATION (City and State) Coco Plum Beach Restoration, Marathon, Monroe County Structural design of 16-slip reinforced concrete marina located in Miami Beach. The marine consisted of reinforced concrete beams, pile caps, and fiberglass grating. The structural design was optimized to reduce the number of materials required while maintaining an aesthetically pleasing marina. ailedErosion study and preparation of beach design involving coastal structures to provide long term stability. A det ancedstatistical analysis of offshore wave data was conducted along with a wave propagations study. Utilizing the adv g theMIKE21 wave model, the wave trans-formation from offshore to nearshore was analyzed. The sediment transport alon inproject area was simulated. The underlying coastal processes of the erosion trends were documented and utilized entthe beach and coastal structure design process. Identification of the area triggering beach erosion and developm (1) TITLE AND LOCATION (City and State) Bentley Bay Marina, Miami Beach of solutions for stabilizing the area. 2016 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Replacement of approximately 240 linear feel of concrete seawall with new steel sheet piles and reinforced capping beam. Additionally, repairs were specified for the remaining 820 linear feet of seawall.Preliminary inspection conducted to identify structural elements that needed replacement of repairs. Structural calculations were performed to select the most economical sheet pile sections. 2016 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural design of 85 linear feet of seawall located at the 14th Street end of Miami Beach. The seawallincluded two cutouts for a 60-inch diameter reinforced concrete pipe and a 36-inch diameter reinforcedconcrete pipe. The structural design consisted of reinforced capping beams, panels and pi In addition, the installation also required a rock revetment located directly in front of the seawa 2017 2017 2017 2018 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm N/A