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Home My WebLink AboutENGINEERINGUNIViiiRSAL Dat Typedt No.: July 20, 20181.0012 ENGINEERING SCIENCES SCANNED Consultants In: Geotechnical Engineering • Environmental Sciences BY Geophysical` Services • Materials Testing a Threshold Inspection St.Lucie Building Code Administration, Compliance.lnspection & Plan Review hl 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE LECEIVED Client: Ryan Homes 1450 Centrepark Blvd Suite 340 UG 0 8 2018 West Palm Beach, FL 33401 e County, Permitting Projectl� Oakland Lake Subdivision Lot 1 5214 Oakland Lake Circle Permit No 1806-0809, Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (UES) 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'll; The contents of this package are summarized below: Scope of Work Work OrderNo. I Date I Type of Report 98842-1 07/18/2018 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 undersioned. ICC Sincerely, Universal,[ Certificate c 1 Sciences, Inc. ion, No. 00000549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 165C - oaa FILE COPY Revised May 2015 UES Pr _ �t No: 0310.1700251.0012 UES DOCS No: UNIV,iiRSAL UES Report No: 98842 1 ARC 071818 ENGINEERING SCIENCES, On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering *-Environmental. Sciences Lab Time (hrs): 0.00 Geophysical;Services ai Materials Testing:* Threshold Inspection Travel Time (hrs): 0.75 Building ode Administration- Compliancelnspection:&Plan Review Total Time (hrs): 1.75 820 Brgvard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client Ryan Homes T 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Proje Ilt: Oakland Lake Subdivision Lot 1 lil 5214 Oakland Lake Circle Permit No 1806-0809, Fort Pierce, St. Lucie County, FL Date of Activity: Wednesday, 18 July, 2018 Techpician: Cliff Cherrnay a� As reci ested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earth '';ork testing for the House lot. While' site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. A11ltest(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project comp+l ction 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. a t U'NlV �RSAL UES DOCS No 0310.1700251.0012 ENGINEERING SCIENCES UES Report No: 98842-1 DT 071818 Consultants In; Geotechnical Engineering •Environmental Sciences I Geophysical.Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Bre4rd Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 I' In -Place Density Test Report ClientJ1 Ryan Homes Centrepark Blvd Suite 340 West Palm Beach, FL 33401 'll1450 Project: Oakland Lake Subdivision Lot 1 1' 5214 Oakland Lake Circle Permit No 1806-0809, Fort Pierce, St. Lucie County, FL Area Tested: House lot Type .of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/18/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requ'rements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions I only and do not address the condition of the underlying soils below the tested depths. Test No. ilu, Ii,' Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 I /VV Test 0 to 1 ft 12.00 21143 112.3 10.5 98 A 2 N/E Test 0 to 1 ft 12.00 21143 113.3 11.1 99 A 3 Test 0 to 1 ft 12.00 21143 114.4 11.4 99 A 4 IS/E FNV Test 0 to 1 ft 12.00 21143 112.5 11.5 98 A (1) IRef. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content �i 21143 115.0 12.0 test was performed without deviation from ASTM procedures. (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 report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. - `/ UES Project No.: 0310.1700251.0012 UNIVERSAL Date Typed: July 20, 2018 ENGINEERING -$CIENCES Consultants, ln:,Ge6technical Engineering - Environmental Sciences Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: III Ryan Homes RECEIVED 111 1450 Contnaporh Blvd Suite 340 West Palm 8eaoh, FL334O1 AUG @ 12018 Project: Oakland Lake | d Qo ` r J ~^^ H 5214Oakland Lake Circle Permit No18OG'O8O8.Fort Pierce, St. Lucie Co As req�ested, Universal Engineering Sciences, Inc. (LIES) representative(s)performed construction materials testing and/or field in pection services onthe above project. Testing results and/or inspection observations are reported onthe attached sheets The contents ofthis package are summarized below: | Scope of Work IWork drder No. I Date I Type of Report 1 98",' 2-1 1 07/18/20181 In -Place Density Test Report w/Activity Record We hope this information iasufficient for your immediate needs. Ifyou have any questions, "le""edonot hesitate bocontact the unaersiqned. Universal Engineering Sciences, Inc. Certificate of AU'ih9(!;_?'ation No. 00000549 Richard EHoagin.PE FLORIDA Professional Engineer No. 487S8 FILE COPY |CC an:ouugg@mmnc.00m; elibhhi@mrinc.nnm;]omoa|i@mmncuom;sign/seal MAIL mryonhomes atl777Willows Square, Vero Beach, FLocoss /k� APPROVE' U � �J///0m�r ��^. Revised May eom r- - �` UES oject No: 0310.1700261.0012 UES ROCS No: A L UES Report No: 98842-1 ARC 071818 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering •-Environmental Sciences Lab Time (hrs): 0.00 GeophysicalServices.• Materials Testing -Threshold Inspection Travel Time (hrs): 0.75 Building CodeAdministration,ComplianceInspection&Ptg6Review Total Time (hrs): 1.76 820 B'j'ievard 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 1 5214 Oakland Lake Circle Permit No 1806-0809, Fort Pierce, St. Lucie County, FL Date, of Activity: Wednesday, 18 July, 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 lot. 1I While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project corn iiaction 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. i• UN 1 1 E RSAL Project No: UUES ES DOCS No:0310.1700251.0012 D ENGINE .ER,MG SCIENCES UES Report No: 98842-1 DT071818 Consultants lni GeotechnicalEngineering,• Environmental Sciences. Geopfiysical;Ser,,vices !Materials:Testing,% Threshoid'lq§0ection Building Code Administration, Compliance Inspection& Plan Review PI 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Client,ii� Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 II��,, Pro'ecllt: J Oakland Lake Subdivision Lot 1 , 5214 Oakland Lake Circle Permit No 1806-0809, Fort Pierce, St. Lucie County, FL Area Il ested: House lot l Type if Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/18/2018 Lab: ASTM D1557 Modified Proctor Tech ,Jcian: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions ii 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 IJ /W Test 0 to 1 ft 12.00 21143 112.3 10.5 98 A 2 WE Test 0 to 1 ft 12.00 21143 113.3 11.1 99 A 3 �II ail /E Test 0 to 1 ft 12.00 21143 114.4 11.4 99 A 4 FVV Test 0 to 1 ft 12.00 21143 112.5 11.5 98 A (1) ref. Datum: 0 = Top of Native (3) Comments Key (2) i; 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 21143 115.0 12.0 D. Recompaction required E. Recomoacted. Retested. Meets Reouirements