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Home My WebLink AboutFIELD - LAB REPORTl q�� J UNIVERSAL Date Typed: No.: March 12 1, 0010048 g ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection E9 Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services firvNE® FIELD AND LABORATORY REPORT COVER PAGE g ,L1fEjE? B Cpgp Client: Ryan Homes `y 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 62 _t 5279 Oakland Lake Circle Per it.#1902-0089.;;F,t,, Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (LIES) 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 107623-1 1 02/28/2019 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. F. NO.4096 STATE OF Attachments (1) Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2019.03.13 10:59:12 -04'00' 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. ]CC Email: cbugg@nvdnc.com; rhager@nvrinc.mm; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Ft. Pierce, FL 32941 Revised May 2016 NI#ERSA! UE*oject No: 0310.1700251.0048 UES DOCS No: UES Report No:_ 107623-1 ARC_022819 tu-ENGINEERING SCIENCES On -Site Time(hrs):1.00 Consultants In: Geotechnical Engineering eEnvironmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing , Threshold Inspection Travel Time (hrs): 0.50 Building Code Administration, Compliance Inspection&Plan Review Total Time (hrs): 1.50 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 62 5279 Oakland Lake Circle Permit #1902-0089, Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, 28 February, 2019 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 House pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad. 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 UNIV/"ERSAL - -- -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 ut'S Project No: 0310.1700251.0048 UES DOCS No: -UES Report No:- 107623=1-DT'022819 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 62 5279 Oakland Lake Circle Permit #1902-0089, Ft. Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 02/2812019 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 onlv and do not address the condition of the underivinq 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 NAN test 0-1 ft 12.00 23343 105.9 11.7 97 A 2 N/E test 0-1 ft 12.00 23343 106.6 12.5 97 A 3 WE test 0-1 ft 12.00 23343 108.5 11.5 99 A 4 SNI/ test 0-1 ft 12.00 23343 107.1 11.7 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 23343 109.5 12.5 (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 perfarmed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.