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Home My WebLink AboutFIELD & LABORATORY REPORTi UNIVERSAL Date Typed: No.: August 6, 20UES Project 1180018 ENGINEERING &t SCIENCES 5CANp Consultants In: Geotechnical Engineering - Environmental Sciences By Geophysical Services • Materials Testing) • Threshold Inspection *� Building Code Administration, Compliancellnspection & Plan Review Q0 0 I q0 y q 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PRECEIVED Client: Ryan Homes AUG 4 2018 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 ST. Lucie County, Permitting Project: Oakland Lake Subdivision Lot 12 5348 Oakland Lake Circle Permit N 1806-0497, Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. LES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testi i g 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 I Type of Report 98963-1 1 07/20/2018 In -Place Density Test Report /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. Sincerely, i Universal•,trngi1`oering Sciences, Inc. Certificat6 af; utl7crization N .00000549 Richard E. Hoaglin,. P.E. FLORIDA Professional Engineer No. 48796 Attachments (1) I ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 i i i Revised May 2016 UNI'VER� ENGINEERING SC Consultants In: Geotechnical Engineering - Ern Geophysical -Services - Materials Testing - Tt Building Code Administration, Compliance Insp 820 Brevard Avenue, Rockledge, FL 32955 - P: 321 UEi;ire"roject No: 0310.1700251.0018 �AL UES DOCS No: UES Report No: 98963-1 ARC 072018 E N C ES On -Site Time (hrs): 0.50 ronmental Sciences Lab Time (hrs): 0.00 r,eshold Inspection Travel Time (hrs): 0.25 etion & Plan Review Total Time (hrs): 0.76 6.38.0808 - F: 321.638.0978 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 12 5348 Oakland Lake Circle Permit Date of Activity: Friday, 20 July, 2018 Technician: Tyler Tilley As requested, a Universal Engineering Sciences Technician earthwork testing for the Lot 12. While on site, the technician observed the general condition of All test(s) were performed in accordance with the ASTM D-693 project compaction requirements of 95% of the maximum dry c project compaction requirement of 95% of the maximum dry de 1806-0497, Fort Pierce, St. Lucie County, FL present at the above referenced project site for the purpose of e areas to be tested and performed 4 density test(s) for Lot 12. Nuclear Gauge Method. 1 test(s) were found to meet the isity per ASTM D-1557. 3 test(s) were found to not meet the city per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. UNIVERSAL ENGINEERING S61ENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 Client: Project: Area Tested: Type of Test: Technician: Reauirements: UES Project No: 0310.1700251.0018 UES DOCS No: UES Report No: 98963-1 DT 072018 Ryan Homes I 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lotl12 5348 Oakland Lake Circle Permit No 1806-0497, Fort Pierce, St. Lucie County, FL Lot 12 Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/2018 Lab: ASTM D1557 Modified Proctor Tyler Tilley 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. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) 'I(2) (PCF) % Compaction (3) 1 NE Corner 0 to 1 inch 12.00 21143 97.2 6.1 85 B 2 NW Corner 0 to 1 ft 12.00 21143 107.2 3.0 93 B 3 NW Corner 0 to 1 ft 12.00 21143 98.4 5.6 86 B 4 NW Corner 0 to 1 ft 12.00 211I43 110.0 2.9 96 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 This test was performed without deviation from ASTM procedures. I (3) Comments Key i A. Compaction meets min. requirements I B. Compaction does not meet min. requirements C. Moisture does not meet requirements I D. Recompaction required E. Recompacted, Retested, Meets Requirements I� This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. Work Order No: , .Date .. .. Type of Report." .... .. :. .. 98963-1:' ::07/20%2018 'In -Place Density Test.Report v/Activity Record; UES Proje'c UN VI � . ER ��.�� . � UES. DOCS Noo: 0310.1700251.0018 ENGINEERING SCIENCES UES Report No:. 98963-1 DT 072018 Consultan%ln: Geotechnical Engineering • EnviironmentaiScierices Geophysical Services Materials Testing Thre�.hold 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 Centtepark Blvd Suite.340 West Palm Beach, FL 33401 . I . Project:. Oakland Lake Subdivision Lot, 112 :. 5348OaklandIake Circle Per it No 1806-0497, Fort Pierce, St. Lucie County,- FL Area Tested: Lot• 12 Type of Test: Field .ASTM- D'6938 Nuclear:Gauge Method Date:of Test: 07/20/2018,. Lab:- ASTM D1557 Modified' Proctor Technician: Tyler Tilley:: Requirements: 95% of.Proctormaximum.dry density., hese tests apply to. the-fill:and/or surk.ial soil conditions only and do not :address the condition. of tie underlying soils: below the tested depths. -: Test • No. . Location of Test-- .. • `. Range . Depth (inch) � Proctor (2) :: Field Dry. -. Densi ty. (PCF) . � -Field Moisture %-. • % Compaction. Comments' (3):. 1 NE Corner 0•to 1 inch 12:00 21143 97.2 6.1 85 B 2 : NW Corner . _ 0 to'1 ft • 12.00. 2'1143. 107:2 3.0 93 B 3 . NW Comer. 0 to 1 ft . 12.00 21143 . 98,4 5.6 '86 '. B 4 NW Corner 0 to 1•:ft 12.00. 21`143 : 110.0 2,9..' 96 : A (1.) Ref. Datum:: -0 =.Top 'of -Native: (3) Comments Key ' (2) Maximum Optimum A: Compaction meets min. requirements: . Proctor Dry.: Moisture B::Compaction does not meet.min : requirements # .. . - - • Density -: ::: Content C: Moisture does not meet requirements i D. Recompaction required. 21143 ' 115.0 12.0. .