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Home My WebLink AboutIN PLACE DENSITY TEST REPORT0310.1700251.0031 UNIVERilL Date TyUES ped: ect No.: November 02, 2018 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review ue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 �er met � Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client:, Ryan Homes 1450 C t k BI d S 't 340 en repar v ut e<`ce�Ppa 1e West Palm Beach, FL 33401 ,VA' C,0�� ent Project: Oakland Lake Subdivision Lot 68 - &i' 8® 5337 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Ole co As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed constructionfriaterials 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 102332-1 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. PROVED 0 APPROVED AS NOTED 11 REVISE & RESUBMIT 0 REJECTED/ RESUBMIT ❑ NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance with design intent and general compliance with the Contract Documents only., Notations Do Not Authoirize Changes to Contract Sum. Approyal, comments and/or eorredtions does not relieve the Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correlating air, quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and methods, coordination of their work with other trades and subcontractors, rformance of F i safe ajid satisfactory manner and full compuance with I1 of :' I ,rac �/xuments. 7/ AT ED BY A. B. D,t%N GROUP NO.48.79s • ,STATE OF �fj7/ aON! Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.11.02 11:58:33 -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 [BIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 I LIES Project No: 0310.1700251.0031 UNIVERSAL LIES ROCS No: _ LIES Report No: 102332-1 ARC 110118 ENGINEERING SCIENCES On -Site Time (hrs):1.00 Consultants In: Geotechnical Engineering • Environmental 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 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 68 5337 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date lof Activity: Thursday, 01 November, 2018 Technician: Cliff 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. Whiled 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 I 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 CI Project: Area Tested: Type Hof Test: Tech i ician: Requirements: In -Place Density Test Report UES Project No: 0310.1700251.0031 UES DOCS No: UES Report No: 102332-1 DT 110118 Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 68 5337 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL House pad Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/01/2018 Lab: ASTM D1557 Modified Proctor Cliff Cherrnay l 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 underlyinq 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 0-1 ft 12.00 21180 110.5 9.9 99 ' A 2 N/E test 0-1 ft 12.00 21180 109.6 9.8 98 A 3 S/E test 0-1 ft 12.00 21180 108.8 9.5 97 A 4 S/W test 0-1 ft 12.00 21180 110.6 10.3 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content j 21180 112.0 11.0 (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 r port shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.