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STANDARD FORM 330 (REV. 8/2016) PAGE 2
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />PSI performed a preliminary geotechnical engineering study as part of a due diligence for the development of a twelve-story
<br />residential building in the property located at 501 Southeast 6th Avenue in Fort Lauderdale, Broward County, Florida. At the
<br />time of our field work, the site was occupied by a three-story residential building and associated parking to the north and
<br />south and green areas to the west of the existing building. To evaluate the subsurface conditions at the site we drilled and
<br />sampled two Standard Penetration Test (SPT) borings to an approximate depth of 100 feet below existing grade at the time of
<br />our field work. PSI provided a report including detailed SPT test results and preliminary foundation recommendations. Role:
<br />Project Manager | Client: Trammell Crow Residential Contact: Mr. Justin Adams 404-496-6142 | PSI Fees: $5,700 | Start Date:
<br />03/13/2017 | PSI Project: 03971188
<br />f.
<br />(1) TITLE AND LOCATION (City and State)
<br />County Road 880 Roadway Realignment, Belle Glade
<br />Palm Beach County, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2017
<br />CONSTRUCTION (if applicable)
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />The proposed project consists of shifting a portion of the County Road 880 roadway alignment to allow for the construction of a
<br />proposed bridge over the Hillsboro Canal. PSI performed eight (8) Standard Penetration Test (SPT) borings at the site to depths
<br />of 10 feet below grade with truck-mounted machinery using rotary drilling procedures. PSI provided a report including the
<br />detailed filed and laboratory test results. Role: Project Manager | Client: CROUCH ENGINEERING, INC. Contact: Mr. Matthew
<br />Chance| (615) 791-0630| PSI Services: Geotechnical | PSI Fees: $2,500 | Start Date: 04/11/2017 PSI Project: 03971199
<br />g.
<br />(1) TITLE AND LOCATION (City and State)
<br />Sudsy Car Wash 1060 E Commercial Blvd.
<br />Oakland Park, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2017
<br />CONSTRUCTION (if applicable)
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />The subject property is an existing car wash that is to be remodeled/upgraded. The planned improvements will consist of a 20-
<br />ft extension to the north of the existing one-story structure, as well as new drainage, paving, and replacement of other
<br />features. PSI performed one Standard Penetration Test (SPT) boring to a depth of 15 feet for the proposed existing one-story
<br />structure extension. Additionally, PSI estimated the hydraulic conductivity (k value) within the proposed project site by drilling
<br />one Standard Penetration Test (SPT) boring to a depth of 10 feet below existing grade. Percolation testing was performed
<br />within the 10-foot boring in general accordance with the procedures outlined in SFWMD. We also performed one 6-foot deep
<br />SPT boring for pavement subgrade evaluation. This information, along with SPT data, enabled us to provide general pavement
<br />design recommendations. Role: Project Manager | Property Type: COMMERCIAL/OFFICE | Client: CAR WASH PROPERTIES II,
<br />LLC., 2090 PALM BEACH LAKES BLVD. SUITE 701, WEST PALM BEACH, FLORIDA | Contact: Mr. Daniel Luna | 561-684-2095 | PSI
<br />Fees: $2,100 | Start Date: 04/17/2017| PSI Project: 03971200
<br />h.
<br />(1) TITLE AND LOCATION (City and State)
<br />St. Thomas Aquinas High School Baseball & Softball Fields Percolation Test
<br /> Fort Lauderdale, FL
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2017
<br />CONSTRUCTION (if applicable)
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />The proposed project will involve drainage improvements to the baseball and softball fields at the Saint Thomas Aquinas High
<br />School campus in Fort Lauderdale, Florida. Our involvement in this project specifically relates to the estimation of the hydraulic
<br />conductivity value (k) within the project area. This was achieved by conducting three (3) percolation tests at 3.5 feet below
<br />existing grade. The hydraulic conductivity value estimated from the percolation tests were presented. The values were expressed
<br />in units of cubic feet of flow per second, per square foot of seepage area, per foot of head (cfs/ft2-ft). Role: Project Manager |
<br />Property Type: STADIUM/ARENA | Client: FIELD TURF USA INC. | Contact: Mr. Fritz Ballard, PE | 843-450-2104 | I Services:
<br />Geotechnical | PSI Fees: $1,980 | Start Date: 03/01/2017 | PSI Project: 03971185
<br />i.
<br />(1) TITLE AND LOCATION (City and State)
<br />Baptist East Campus Bed Tower (BHSF PROJECT NO. PS001191)
<br />Miami, Florida
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />2017
<br />CONSTRUCTION (if applicable)
<br />N/A
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />The proposed project consists of the construction of a five-story bed tower with a mechanical penthouse and the expansion of
<br />the existing east energy plant. The proposed construction is located at the southeast area of the BHSF medical campus. At the
<br />time of our field investigation, the proposed site for the construction of the new bed tower was occupied by a two-story medical
<br />office building. The five-story bed tower with a mechanical penthouse, approximately 43,000 square feet in plan dimension, will
<br />be a slab-on-grade, cast-in-place concrete structure. The east energy center expansion will be a two-story cast-in-place concrete
<br />structure, approximately 12,000 square feet in plan dimension. PSI provided Field Exploration – Foundations and Drainage, Public
<br />Utility clearance, and Geotechnical Engineering and Reporting. Role: Project Manager | Property Type: HOSPITAL/HEALTHCARE
<br />| Client: BAPTIST HEALTH CORPORATE CONSTRUCTION | Contact: Mr. Miguel Vazquez | 786-596-4048 PSI Fees: $6,800 | Start
<br />Date: 02/16/2017 | PSI Project: 03971183
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