The URL can be used to link to this page

Home My WebLink AboutENGINEERINGH UES V—y�ct No.: 0310.1700251.0013 UNIVERSAL Date Typed: July 20, 2018 ENGINEERING. SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing •Threshold Inspection SCANNED Building Code Administration, Compliance Inspection & Plan Review BY 20 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services v FIELD AND LABORATORY REPORT COVER PAGE RECEIVED :lient: Ryan Homes 1450 Centrepark Blvd Suite 340 AUG U 8 Z018 West Palm Beach, FL 33401 'roject: Oakland Lake Subdivision Lot 8 ST, Wsia Gguniy, Permltting 5364 Oakland Lake Circle Permit No 1806-0805, Fort Pierce, St. Lucie County, FL ,s requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or eld inspection services on the above project. Testing results and/or inspection observations are reported on the attached heets. The contents of this package are summarized below: Scope of Work Work Order No. I Date I Type of Report 1 98843-1 1 07/18/2018 In -Place Density Test Report w/Activity Record hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact undersigned. Sincerely, Universal Fngingering Sciences, IAC— Certificate,bf.Aut66Fization o. 00 0549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 Revised May 2015 UNIVeRSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review UES Pr- _ AA No: 0310.1700251.0013 UES DOCS No: UES Report No: 98843-1 ARC 071818 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.75 Total Time (hrs): 1.76 820 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 8 5364 Oakland Lake Circle Permit No 1806-0805, 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. 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 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. UNIViH.RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical. Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 UE6'r4aject No: 0310.1700251.0013 UES DOCS No: UES Report No:. 98843-1 DT 071818 In -Place Density Test Report :lient: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 )roject: Oakland Lake Subdivision Lot 8 5364 Oakland Lake Circle Permit No 1806-0805, Fort Pierce, St. Lucie County, FL rea Tested: House lot of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/18/2018 Lab: ASTM D1557 Modified Proctor echnician: Cliff Cherrnay irements: 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 underivinq 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 NMI Test 0 to 1 ft 12.00 21143 110.4 10.1 96 A 2 N/E Test 0 to 1 ft 12.00 21143 112.2 11.0 98 A 3 S/E Test 0 to 1 ft 12.00 21143 111.7 9.9 97 A 4 SM/ Test 0 to 1 ft 1 12.00 21143 113.3 11.6 99 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. (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 report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UES 310.170025 UNIVERSAL Date Typedt No. July 20, 20181.0013 ENG1N.EER1NG.'.$C-1ENC:E:S Consultants In: Ge(*chnical Engineering+:Environmental: Sciences _GeophysicalService"s- MateriakTesting • Threshold Inspection Building -Code Administration, Compiiance'inspection 8ePIan�Review 00 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE RECEIVED I lient: Ryan Homes 1450 Centrepark Blvd Suite 340 AUG 01 2018 West Palm Beach, FL 33401 roject: Oakland Lake Subdivision Lot 8 ST. Lucie County Permittin 5364 Oakland Lake Circle Permit No 1806-0805, Fort Pierce, St. Lucie County, FL requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or i inspection services on the above project. Testing results and/or inspection observations are reported on the attached gets. The contents of this package are summarized below: Scope of Work III Work Order No. I Date I Type of Report 1 98843-1 1 07/18/2018 In -Place Density Test Report w/Activity Record hope this information is sufficient for your immediate needs. If you, have any questions, please do not hesitate to contact undersigned. 6 0� FILE COP APPROVED �\� Sincerely, , Universalt Osagineering Sciences, Inc. Certificatij,st Authorization'No. 000005� Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 [CC Email: cbugg@nvdne.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 Revised May 2016 �roject No: 0310.1700251.0013 <_ , .� � U N IV �__�I �. L UES DOCS No: UES Report No: 98843-1 ARC 071818 UL ENGINEERING .SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical 5ervices • Materials Testing i'Th(eshold Inspection. Travel Time (hrs): 0.75 Building Code Administration; Compliance,Inspec0on&Plan Review Total Time (hrs): 1.75 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Activity Record lent: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 8 5364 Oakland Lake Circle Permit No 1806-0805, 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. 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 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. r �O VE R-SAL UES Project No: 0310.1700251.0013 UES DOCS No: ENOINEERING SCI.ENCE:S uES Report No: 98843-1 DT 071818 Consultants Ini Geotechnical Engineering: •Environmental -Sciences GeophysicaI Services • Materials Testing. a ThresholdInspection' Building Code Administration, Compliance Inspection & Plan Review 8110 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report lient: Ryan Homes j' 1450 Centrepark Blvd Suite 340 h West Palm Beach, FL 33401 - roject:' Oakland Lake Subdivision Lot 8 :,'rea 5364 Oakland Lake Circle Permit No 1806-0805, Fort Pierce, St. Lucie County, FL Tested: House lot .II 'ype of Test: - Field: ASTM D-6938 Nuciear Gauge Method Date of Test: 07/18/2018 Lab: ASTM D1557 Modified Proctor echnician: Cliff Cherrnay i,7equirements: 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) (2) (PCF) % ' Compaction (3) 1 N/W Test 0 to 1 ft 12.00 21143 110.4 10.1 96 A 2 N/E Test 0 to 1 ft 12.00 21143 112.2 11.0 98 A 3 S/E Test 0 to 1 ft 12.00 21143 111.7 9.9 97 A 4 SM Test 0 to 1 ft 12.00 21143 113.3 11.6 99 A Ref. Datum: 0 = Top of Native Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 This 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 This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.