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Home My WebLink AboutField & Laboratory Reportt 4 0 r / 3- 09`0 UN11i RSAL Date Typedt No.: April 29, 2002�51.0051 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 32965 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY "REPORT COVER PAGE Client: Ryan Homes A ` Fp 1450 Centrepark Blvd Suite 340 er 49 West Palm Beach, FL 33401 St Zi�;,� ?p�9 Project: Oakland Lake Subdivision Lot 49 <`c�C, 0,2,, 5227 Oakland Lake Circle 9P'.1 5M, Ft. 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 109953-1 1 04/25/2019 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. '�rril i i Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2019.04.29 13:40:48 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@nvrinc.com; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Ft. Pierce, FL 32941 :{ UES Project No: 0310.1700261.0051 UNIVERSAL- UES DOCS No: UES Report No. 109953-1 ARC 042519 ENGINEERING SCIENCES On -Site Time (hrs): 0.75 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 1.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 2.00 820 Brevard Avenue, Rockledge, FL 32965 - 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 49 5227 Oakland Lake Circle P1903-0461 , Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, 25 April, 2019 Technician: Russell Brause As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Lot pad # 49. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Lot pad # 49.. 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 UUES Project No: ES DOCS No: 0310.1700251.0051 ENGINEERING SCIENCES UES Report No: 109953-1 DT042519 Consultants In: Geotechnical Engineering •Environmental Sciences Geophysical Services • Materials Testing 4 Threshold Inspection Building Code Administration, Compliance Inspection & 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 49 5227 Oakland Lake Circle P1903-0461 , Ft. Pierce, St. Lucie County, FL Area Tested: Lot pad # 49. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 04/25/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause 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 underlvinq 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 NW corner. 0 to -1 ft 12.00 21180 111.8 9.1 100 A 2 NE corner. 0 to -1 ft 12.00 21180 110.4 8.7 99 A 3 SE corner. 0 to -1 ft 12.00 21180 112.4 7.7 100 A 4 SW corner. 0 to -1 ft 12.00 21180 109.8 7.8 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 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 report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.