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Home My WebLink AboutFIELD - LAB REPORT - 11-7-181 UES ect 0310.1700251.0029 _r UNIVERSAL Da a Typed: No.: November 02, 2018 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences ��{Yv��- - `761 D (D 34_1 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 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 16 5332 Oakland Lake Circle, Fort 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. Date Type of Report 102330-1 11/01/2018 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. �UPPROVED ❑ APPROVED AS NOTED 0 REVISE & RESUBMIT 0 REJECTED/ RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Subinittafs-are reviewed for conformance with design Intent �� NN`� ..F'.'`�h l�x/V and general compliance with the Contract Documents only, ..CG .•' 10EN& Nutations Do Not Authaite Changes to Contract Sum. �' Approval, comments and/or corredtions does not relieve i$e NO. 48796 Contractor from compliance with the Contract Documents. Tie Contractor is responsible for confirming and correlating al quantities, dimensions, tolerances, clearances, fabrication �STATE.O processes, techniques and sequences of construction compatibility of ma •' terials and methods, coordination of their �`��`•tN�lt?.•'�,;�� work with other trades and subcontractors performance of work in a safe and satisfactory manner an or full compliance with the Con act uments. //f�lllflttttl� T IEWED BY A. B. N GROUP Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.11.02 11:57:51-04'00' 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. ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; Imhoff, Bryan IBIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 Revised May 2015 1 UES Project No: 0310.1700251.0029 UNIVERSAL UES DOCS No: UES Report No: 102330-1 ARC 110118 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services a Materials Testing • Threshold Inspection Travel Time (hrs): 0.50 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.50 ;nue, Rockledge, FL 32955 - 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 16 5332 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: Thursday, 01 November, 2018 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 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. UNIVERSAL 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 UES Project No: 0310.1700251.0029 UES DOCS No: UES Report No: 102330-1 DT 110118 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 16 5332 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/01/2018 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 underivina 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 7424 110.4 11.0 96 A 2 N/E test 0-1 ft 12.00 7424 109.6 10.4 95 A 3 S/E test 0-1 ft 12.00 7424 108.8 10.1 95 A 4 SM/ test 0-1 ft 12.00 7424 111.7 11.2 97 A Ref. Datum: 0 = Top of Final Grade Maximum Optimum Proctor Dry Moisture # Density Content 7424 115.0 12.0 (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.