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Home My WebLink AboutFIELD - LAB REPORT - 12-20-18c O —03V4 UES r ect No.: 0310.1700251.0032 UNIAMRSAL Date Typed: December 11, 2018 ENGINEERING SCIE:NCES Consultai ts'ln Geotechnical:Engrneering • Environmental Sciences GeophysicaPServices • MateriMsTesting • Threshold In"spection FILE COPY Building Code Administration, Compliance Inspectionn& Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 . , 1 ` d 311 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes RECEIVED 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 DEC 2 0 Z018 Project:, Oakland Lake Subdivision Lot 67 ST. Lucie County, PerrYiittirili 5321 Oakland Lake Circle Permit No 1810-0346, Fort Pierce, St. Lucie County; 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 104051-1 12/07/2018 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. 4. fr GiEN a q� NQQ , ♦- v+ • ,�' C7l�it2, ,�`• Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.12.12 16:13:00 -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. ICC Email: cbugg@nvrinc.com; elibrihi@nvrine,com; Imhoff, Bryan [BIMHOFF@nvrinc.com]; jomcalli@nvrine.com; rofingar@nvrine.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beath, FL 32966 UES lat No: 0310.1700251.0032 UNIAM- RSAL UES DOCS No: UES Report No: 10.4051-1 ARC 120718 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In":. 'otechnical Engineering Environmental Sciences Lab Time (hrs): 0.00 Geophysic#$ervices • MaierMTesting • Threshold lnspectign Travel Time (hrs): 1.00 Building CodeAdninistranon, Compliance inspection&'Plan Revievr Total Time (hrs): 2.00 820 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 67 1 5321 Oakland Lake Circle Permit No 1810-0346, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 07 December, 2018 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. i While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad. All1test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirementp 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. up ect No: 0310.1700251.0032 UNIVil-RSAL UES DOCS No: • - ENGINEERING $CIENC:E_S UES Report No: 104051-1 DT 120718 Consuitants In: Geotechnical Engineering !Environmental Sciences Geaphysical Services • Matehals Testing , Threshold In"specpo.n Building Cone Adn►inisiiation; Coniplience Ins pectibn'& Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Client, Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 67 5321 Oakland Lake Circle Permit No 1810-0346, Fort Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 12/07/2018 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 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� test 0-1 ft 12.00 23343 106.3 11.1 97 A 2 N/E test 0-1 ft 12.00 23343 108.8 10.4 99 A 3 S IE test 0-1 ft 12.00 23343 105.9 10.6 97 A 4 S/W test 0-1 ft 12.00 23343 107.5 10.5 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor , Dry Moisture # Density Content j 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 performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without thewritten approval of Universal Engineering Sciences.