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HomeMy WebLinkAboutCompaction TestU N IVERSAL ENGINEERING SCIENCES Geotechnical Engineering I Construction Materials Testing and Inspection Building Code Compliance I Environmental Services I Facilities Consulting 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.2000045.0019 Date Typed: December 10, 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 13 5178 Armina Place Permit# 2010-0244, Ft. Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, LLC. (UES) representatives) 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. Date Type of Report 132341-1 12/09/2020 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. Sincerely, Universal Engineering Sciences, LLC. Certificate of Authorization No. 00000549 Digitally signed by Richard E Hoaglin DN: c=US, o=UNIVERSAL ENGINEERING SCIENCES 66049 INC, ou=A01410D0000016B569 00003A80, cn=Richard E Hoaglin Date: 2020.12.11 11:26:03 -05'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ICC Email: ECoca@KHov.com UES Project No: UES DOCS No. UNIVERSAL UES Report No: ENGINEERING SCIENCES On -site Time (hrs): Geotechnicol Engineering Construction MoteriolsTesling and Inspection Lab Time (hrs): Building Code Compliance Environmental Services Facilities Consulting Travel Time (hrs): Total Time (hrs): 820 Brevard Avenue, Rockledge, FL 32955 - 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 13 0310.2000045.0019 132341-1 ARC 120920 1.00 0.00 0.50 1.50 5178 Arming Place Permit# 2010-0244, Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 09 December, 2020 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Lot 13. While on site, the technician observed the general condition of the areas to be tested and performed 4 density tests) for Lot 13. 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. UNIVERSAL ENGINEERING SCIENCES Geotechnical Engineering I Construction Materials Testing and Inspection Building Code Compliance I Environmental Services I Facilities Consulting 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report UES Project No: UES DOCS No: UES Report No: 0310.2000045.0019 132341-1 DT 120920 Client: K. Hovnanian Homes, LLC 3601 Quantum Boulevard Suite 101 Boynton Beach, FL 33426 Project: Waterstone Subdivision Lot 13 5178 Armina Place Permit# 2010-02441 Ft. Pierce, St. Lucie County, FL Area Tested: Type of Test: Technician: Lot 13 Field Lab: ASTM D-6938 Nuclear Gauge Method ASTM D1557 Modified Proctor Cliff Cherrnay Date of Test: 12/09/2020 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 N/W Test 0.12 inch 12.00 25324 115.8 9.1 97 A 2 N/E Test 0.12 inch 12.00 25324 115.1 9.3 97 A 3 S/E Test 0-12 inch 12.00 25324 116.4 9.0 98 A 4 S/W Test 0.12 inch 12.00 25324 116.5 10.5 98 A (1) (2) Ref. Datum: 0 =Top of Final Grade Maximum Optimum Proctor Dry Moisture # Density Content 25324 119.0 10.5 (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. (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.