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Home My WebLink AboutFIELD AND LAB REPORTProject No.: Date Typed: Client: Project: 0310.1500365.0000 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold inspection Building Inspection • Plan Review • Building Code Administration SCANNED St. Lucie County BY February 11, 2016 Field and Laboratory Report Transmittal Sheet Midway Corporation 657 Tabit Road Belle Glade, FL 33430 Rio Citrus 2000 North Kings Highway Ft. Pierce, FL rs LOCATIONS: • Atlanm • Day4ona Beach • Fart Mye • Fort Pierce • Gainesville • Jacksonville • kisswmee • Leesburg • Minn • Ocala • Orlando (Headquarters) • Palm Contm • Panaa City • Pensacola • Rockledge • Samso[a • Tampa • West Palm Beach '., s a "i"1003-114i, 1 As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. Universal attempted to determine the relative density of the native sail at a level of about 4 to 6 feet beneath the floor slab of the building. To do so, we performed dynamic cone penetrometer tests at 1 location inside the building and found that the native soil level from 4 to 6 feet deep to be dense. For comparison we also performed dynamic cone penetrometer (DCP) test outside of the building beyond the filled area for the top 2 feet of native soil, which is considered to be the equivalent to the condition of the native soil inside the building prior to construction. We found these native soils to be mainly loose to medium dense with the DCP test. The actual density of these native soils was also tested with drive sleeve apparatus and was found to be loose when compared to the modified proctor maximum dry density. Based on the test results, it is our opinion that the density of the top 2 feet of native soil was greatly improved via compactive efforts during construction. This layer is estimated to be at 95% of the maximum dry density or greater. Also the encountered native soil was found to consist of sand that is suitable to support the building. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows 47642 AR1, 47666 ARD1, 47666 DT1, 47666 S7. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. FEB 1 2 RECD 1CC Email: midssavbg(,-cibellsouth.net; dtrinp �rtnnnerounnre Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 Richard E. Hoaglin, P.E. r � 2016.02.1210:16:19 -osoo' Richard E. Hoaglin, P.E. STATE OF FLORIDA Licensed Professional Engineer No. 48796 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.Un iversalEngineering. com UNIVERSAL UES Project No: 0310.1500365.0000 ENGINEERING SCIENCES UES Report No: 03GI-47642 Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 5.00 Geophysical Services• Construction MaterialsTesttng- Threshold Inspection Lab Time (hrs): 0.00 Building Inspection • Plan Review • Building Code Administration Travel Time (hrs): 3.25 820 Brevard Avenue • Rockledge, FL • 32955 Total Time (hrs): 8.25 321.638.0808 Fax:321.638.0978 Activity Report Client: Midway Corporation 657 Tabit Road Belle Glade, FL 33430 Project: Rio Citrus 2000 North Kings Highway, Ft. Pierce, St. Lucie County, FL Date of Activity: 2/1/16 Technician: Anthony McAlpin As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of assisting with DCP's and IPD's. Auger Penetrometer Test Report with Dynamic Cone Penetrometer Client Midway Corporation Project Rio Citrus Date 2/1/16 Project No 0310.1500365.0000 Test No. Test Location Dynamic Cone Penetrometer Test Comments Depth (feet) Soil Description Results 1 Center of orange cooler 0-1 Light brown sand 9,12,13 1-2 Light brown sand 9,11,12 2-3 Light brown sand 8,9,9 3-4 Light brown sand 12,18,20 4-5 Light brown sand 30 5-6 Light brown sand 30 2 N. side of building 0-1 Light brown sand 8,10,11 1-2 Light brown sand 12,12,15 3 W. side of building 0-1 Light brown sand 10,13,15 1-2 Light brown sand 10,10,12 4 S. side of building 0-1 Light brown sand 8,8,10 1-2 Light brown sand 10,12,11 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction MaterialsTesting • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Record Client: Midway Corporation 657 Tabit Road Belle Glade, FL 33430 Project: Rio Citrus OS Project No: 0310.1500365.0000 LIES Report No: 47666 ARD1 020116 On -Site Time (hrs): 6.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 6.50 2000 North Kings Highway, Ft. Pierce, St. Lucie County, FL Date of Activity: Monday, February 1, 2016 Technician: Francois Philippe As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the native subgrade. While on site, the technician observed the general condition of the areas to be tested and performed 6 density test(s) for native subgrade. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVtRSAL ENGINEERING SCIENCES Consultants In: Geotechnlcal Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection -Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 •ES Project No: 0310.1500365.0000 UES ReportNo: 47666 DT1 020116 In -Place Density Test Report Client: Midway Corporation 657 Tabit Road Belle Glade, FL 33430 Project: Rio Citrus 2000 North Kings Highway, Ft. Pierce, St. Lucie County, FL Area Tested: Native subgrade Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 02/01/2016 Lab: ASTM D-1557 Technician: Francois Philippe Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test 0 Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture o % Compaction Comments (3 ) 1 W side 20' of bldg 0 to -1 12.00 19045 102.0 10.7 86 A 2 12' S of bldg 0 to -1 12.00 19045 103.3 12.0 88 A 3 50'Nof bldg 0 to -1 12.00 19045 102.0 10.0 86 A 4 W side 20' of bldg -1 to -2 12.00 19045 105.6 12.4 89 A 5 12' S of bldg -1 to -2 12.00 19045 105.2 5.7 89 A 6 50' N of bldg -1 to -2 12.00 19045 102.2 12.3 87 A (1) Ref. Datum: 0 = Top of Native (2) Proctor Maximum Optimum # Dry Moisture Density Content 19045 118.0 11.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.