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Home My WebLink AboutConstruction Materials Testing/IV% lob V N I�_ c; L ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 329SS-P:321.638.0808 -F: 321.638.0978 UES F_.,,_;t No.: 0310.2000045.0002 Date Typed: February 12, 2020 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: K. Hovnanian Homes, LLC 3601 Quantum Boulevard Suite 101 Boynton Beach, FL 33426 Project: Waterstone Subdivision Lot 59 5229 Armina Place P1912-0102,Ft. Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. I Date I Type of Report 121236-1 1 02/10/2020 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. ]CC Email: ECoca@KHov.com RECEIVED FEB 2 6 2020 ST. Lucie County, Permitting Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 r,.. Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 I,I N I"� j j f - 6 �--71 UES Pn.� jNo: 0310.2000045.0002 UES DOGS No: UES Report No: 121236-1 ARC 021020 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants ln:GeotechnicalEngineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing @ Threshold Inspection Travel Time (hrs): 0.50 Building Code Administration, Compliance Inspection & PlanReview Total Time (hrs): 1.50 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: K. Hovnanian Homes, LLC 3601 Quantum Boulevard Suite 101 Boynton Beach, FL 33426 Project: Waterstone Subdivision Lot 59 5229 Armina Place P1912-0102,Ft. Pierce, St. Lucie County, FL Date of Activity: Monday, 10 February, 2020 Technician: Cliff Cherrnav As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Lot 59. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Lot 59. 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. U N 12, L ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report UEB'"�-trect No: UES DOCS No: UES Report No: Client: K. Hovnanian Homes, LLC 3601 Quantum Boulevard Suite 101 Boynton Beach, FL 33426 Project: Waterstone Subdivision Lot 59 5229 Armina Place P1912-0102,Ft. Pierce, St. Lucie County, FL Area Tested: Lot 59 Uk1iNlEkIrIrUL�X4rNY� 121236-1 DT 021120 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 02/11/2020 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay 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 No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NMI Test 0-1 ft 12.00 25323 110.4 8.5 100 A 2 N/E Test 0-1 ft 12.00 25323 109.0 10.2 99 A 3 S/E Test 0-1 ft 12.00 25323 108.6 9.3 99 A 4 SMI Test 0-1 ft 12.00 25323 107.8 7.8 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 25323 110.0 11.0 This test was pertormed without deviation from ASTM procedures. (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 report shall not he reproduced, except in full, without the written approval of Universal Engineering Sciences.