Loading...
HomeMy WebLinkAboutCompaction testUNIVERSAL 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.: 0310.2000045.0024 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 49 5185 Armina Place Perm it#2008-0701,Ft. Pierce, St. Lucie County, FL y �y 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 132330-1 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. ICC Email: ECoca@KHov.com Sincerely, Universal Certificate Engineering Sciences, LLC. of Authorization No. 00000549 Richard E Hoaglin DN: c=US, o=UNIVERSAL ENGINEERING SCIENCES Digitally signed by INC, ou=A01410D0000016B56 900003A80, cn=Richard E Hoaglin Date: 2020.12.11 11:25:08 -05'00' 96604 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. UNIVERSAL ENGINEERING SCIENCES Geotechnical Engineering Construction Materials Testing and Inspection Building Code Compliance I Environmental Services I facilities Consulting 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 UES Project No: 0310,2000045.0024 UES DOCS No. UES Report No: 132330-1 ARC 120920 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 - F: 321.638.0978 Activity Record Client: K. Hovnanian Homes, LLC 3601 Quantum Boulevard Suite 101 Boynton Beach, FL 33426 Project: Waterstone Subdivision Lot 49 5185 Armina Place Perm it#2008-0701,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 49. While on site, the technician observed the general condition of the areas to be tested and performed 4 density tests) for Lot 49. 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 Confiractor was notified of the test results or a copy was left for their records. UNIVERSAL ENGINEERING SCIENCES Geotechnical Engineering l Construction Materials Testing and Inspection Building Code Compliance ( Environmentol Services l 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: 0310.2000045.0024 1323ou- I DT 120920 Client: K. Hovnanian Homes, LLC 3601 Quantum Boulevard Suite 101 Boynton Beach, FL 33426 Project: Waterstone Subdivision Lot 49 5185 Armina Place Perm it#2008-0701,Ft. Pierce, St. Lucie County, FL Area Tested: Lot 49 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Technician: 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 116.3 10.7 98 A 2 N/E Test 0-12 inch 12.00 25324 117.3 11.2 99 A 3 S/E Test 0.12 inch 12.00 25324 115.E 10.4 97 A 4 S/W Test 0.12 inch 12.00 25324 115.1 10.7 97 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.