The URL can be used to link to this page

Home My WebLink AboutCompaction TestUNIVERSAL ENGINEERING SCIENCES Geotechnical Engineering I Conshnxtion 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.: 0310.2000045.0026 Date Typed: January 07, 2021 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 47 5173 Armina Place Permit#2010-0695, 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 133111-1 01/04/2021 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: rsimler@KHov.com *tllt;slt;tlr�, ♦ +� �' •, % AATS OF •' r / ��l�fi�'11.s��.�� tmillt.� Sincerely, Universal Engineering Sciences, LLC. Certificate of Authorization No. 00000549 Digitally signed by Richard E Hoaglin DN: c=US, o=UNIVERSAL 1 ENGINEERING SCIENCES INC, �4a4rf(� ou=A01410D0000016135696 604900003A80, cn=Richard E Hoaglin Date: 2021.01.07 08:55:30 -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. UNIVERSAL ENGINEERING SCIENCES Geotechnical Engineering Construction Materials Testing and inspection Building Code Compliance Environmental Services I Facilities Consulting UES UES UES Project No: 0310.2000045.0026 DOCS No: Report No: 133111-1 ARC 010421 Site Time (hrs). 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.25 Total Time (hrs): 1.25 820 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 47 5173 Armina Place Permit#2010-0695, Ft. Pierce, St. Lucie County, FL Date of Activity: Monday, 04 January, 2021 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 47. While on site, the technician observed the general condition of the areas to be tested and performed 4 density tests) for Lot 47. All tests) were performed in accordance with the ASTM D46938 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 1 VE RSAL ENGINEERING SCIENCES 3eote6nicol Engineering I Construction Materials Testing and Inspection Building Code Compliance I Environmental Services I Facilities Consulting 820 BrevEll d Avenue, Rockledge, FL 32955 - 0 - F: 321.638.0978 In -Place Density Test Report UES Project No: UES DOCS No: UES Report No: 03100200004500026 133111-1 DT 010421 Client: K. Hovnanian Homes, LLC 3601 Quantum Boulevard Suite 101 Boynton Beach, FL 33426 Project: Waterstone Subdivision Lot 47 5173 Armina Place Permit#2010-0695, Ft. Pierce, St. Lucie County, FL Area Tested: Lot 47 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Date of Test: 01 /04/2021 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 118.4 11.1 99 A 2 N/E Test 0-12 inch 12.00 25324 117.7 10.6 99 A 3 S/E Test 0.12 inch 12.00 25324 116.8 9.7 98 A 4 S/W Test 0-12 inch 12.00 25324 117.5 10.5 99 A (1) Ref. Datum: 0 =Top of Final Grade (2) 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.