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Home My WebLink AboutENGINEERING-Y UNIVERSAL ENGINEERING_ SCIENCES Consultants In: Geotechnical Engineer ing'•'Environmental Sciences Geophysical Services • Materials ?estirg •Threshold Inspection Building Code Admi_6istration, Compliance Inspection $e plan Review Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.1700455.0000 Date Typed: September 11, 2018 Construction Materials Testing Services I Kt(,tiVtU. FIELD AND LABORATORY REPORT COVER PAGE SEP 19 2018 Ryan Homes 1450 Centrepark Blvd Suite 340 ST. Lucie County, Permltting West Palm Beach, FL 33401 Oakland Lake Estates Subdivision House Lot Investigation Lot 3 16 08 ^ 0003 5206 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL^ requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or Id inspection services on the above project. Testing results and/or inspection observations are reported on the attached eets. The contents of this package are summarized below: Scope of Work Work Order No. Date Type of Report 66331-1 1 10/11/2017 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. REVIEWED 0 REVIEWED AS NOTED REVISE &RESUBMIT ❑ REJECTED/RESUBMIT NOT REVIEWED 0 FOR YOUR INFORMATION bmittals are reviewed for conformance with design intent d general compliance with the Contract Documents only stations Do Not Authorize Changes to Contract Sum. views, Comments and/or corrections does, not relieve the' ntractor from compliance with the Contract Documents. The ntractor is responsible for confirming and correlating all antities, dimensions, tolerances, clearances, fabrication Dcesses, techniques and sequences of construct n. mpati6ility of materials and materials coordination then A with other trades and subcontractors, perfo ance of rk in a safe and satisfactory manner and for fuJ omphance h the Contract Documents. / DATE/ REV ED BY A. $'. DESIGN UP 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 veriFed on any electronic copies. ICC Email: jomcalli@nvdnc.com: tridley@nvrinc.com Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.09.11 17:19:12 -04'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 FILE COPY c 3 C414 eA 0 y1fli1wr U11 11:1 WA IA"I ffy 11-11 PC ( 'AIN El I.P11 Ir'llai 4w—.- zjg-"#cxO 1xiij.'s) SO Cim 6 5 i 1 N io i -,) Gvs its 37-10104 r, �":matql 10 VuD 11001 ta TO eznss,3015p, , 'c— swi,40F,"i 4N'i nI bm Ya m 'A r. A"A UES Project No: 0310.1700455.0000 - UNIVERSAL UES DOGS No: UES Report No: 66331-1 ARC 101117 ENGINEERING SCIENCES On -Site Time (hrs): 0.26 Consultants In: Qotklinical Engirieenng *,Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services MaterialsTesting Thieshold Inspection Travel Time (hrs): 0.25 Building Code Administration, Compliance:lnspection& Plan Review Total Time (hrs): 0.60 820 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 Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 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 Lot 3. DENSITYTEST While on site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 3 at 5206 Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. BEARING CHECK Technician also hand augered to a depth of 5' and no organic material was found. The fill soils appear to be suitable granular materials without expansive clays and are in accordance with the assumed building code soil conditions of 2,000 psf that the designer noted was used for design of the foundations. r� U.N.'l-VERSAL .ENGINERING, 6CIEN"CES '.Consultants Iri Geotechnical Engineering'•.Environmental•Sc'iences 6660.hysical Setvices'• MatdrialsTesting %Thtesh:old,lrispection `Buildinkode Aaminlstra416n,'Cornpliance inspection & Plan Review 20 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report UES Project No: 0310.1700455.0000 UES DOCS No: UES Report No: 66331-1 DT 101117 lient: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 roject: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Area Tested: Lot 3 of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11/2017 Lab: ASTM D1557 Modified Proctor echnician: Cliff Cherrnay rements: 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. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 1 Lot 3 0-1 ft 12.00 7492 116.6 13.4 104 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 7424 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. r' UNIVERSAL ENGINEERING SCIENCES I= Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Ins pectlon & Plan Review 820 Brevard Avenue,, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.1700455.0000- Date Typed: September 11, 2018 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 FILE COPY Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 3 5206 Oakland Lake Circle, Ft. 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. The contents of this package are summarized below: Scope of Work Work Order No. Data Type of Report 66331-1 10/11/2017 In -Place Density Test Report w/Activity Record We hope this information the undersioned. Is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact Qf REVIEWED 0 REVIEWED AS NOTED (] REVISE & RESUBMIT O REJECTED/ RESUBMIT 0 NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are roviowed far conformance with design intent and.genoral compliance with the Contract Documents only Flotations Do Not Authorize Changes to Contract Sum. Reviews, Comments and/or corrections does not relieve the Contractor from compliance with the Contract Documents. The Contractor' is responsible for confirming and correlating all quantities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of Ionstruc n compatibility of materials and materials coordination hell Mork with other trades and subcontractors, perfo ance of work.in a safe.and satisfactory manner and for fu omphance with the Contract Documents. t [CC Email: jomcalll®nvdnacom; tridley®nvdnc.com Richard E. Hoaglin, P.E. 2018.09.11 17:19:12 04'00' Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000649 %CEeVs •. t1 �� \. �r • o.48796 n •. �srATE of ' ��//1J11iltttil%% 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 verUled on any electronic copies. UNIVER L UES Project No: 0310.1700455.0000 UES DOCS No: UES ReportNo: 66331-1 ARC 101117 ENGINEERING SCIENCES On -Site Time (hrs): 0.25 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 0.26 E9 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 0.50 820 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 Estates Subdivision House Lot Investigation Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 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 Lot 3. DENSITYTEST While on site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 3 at 5206 Oakland Lake Cir. This test was performed In accordance with the ASTM D-6938 Nuclear Gauge Method and found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. BEARING CHECK Technician also hand augered to a depth of 5' and no organic material was found. The fill solls appear to be suitable granular materials without expansive clays and are in accordance with the assumed building code soil conditions of 2,000 psf that the designer noted was used for design of the foundations. r UNIVERSAL 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 32966 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1700455.0000 UES DOCS No: UES Report No: 66331-1 DT 101117 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Area Tested: Lot 3 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11/2017 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 onlv and do not address the condition of the underlvina 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 Lot 3 0-1 ft 12.00 7492 116.6 13.4 104 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 7424 115.0 12.0 (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. t UNIVE kSAL ENGINEERINGSCIENCES Consultantsln: 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 UES Project No.: 0310.1700251.0024 Date Typed: September 06, 2018 SCANNED BY St. Luds CCU* Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE 7 Client: Ryan Homes . I 1450 Centrepark Blvd Suite 340 4ejrpl,rJ � West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 3 5206 Oakland Lake Circle, 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. The contents of this package are summarized below: Scope of Work Work Order No. Date IType of Report 100185-1 1 08/29/2018 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. J� Attachments (1) Sincerely, e` UniversaiIvEngine'ering Scien6bs, Inc. Certifica'2 c4Av7thvization, No. 00000 49 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvrinc.com; elibdhi@nvrinc.com; Imhoff, Bryan (BIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@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 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F; r UES Proje6sJr 0310.1700261.0024 UES DOCS No: UES Report No: 100186-1 ARC 082918 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 3 5206 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: Wednesday, 29 August, 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. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad. 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 LUES IES DOCS Noo: 0310.1700251.0024 ENGINEERING SCIENCES UESReport No: 100185-1 DT082918 Consultants In: Geotechnical Engineering � Environmental_ Sciences Geophysical Services • Materials Testing-e Threshold. ln'spection Building Code Ad ministration,.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 3 5206 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/29/2018 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 onlv 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 N/W Test 0-1 ft 12.00 21143 112.3 11.2 98 A 2 N/E Test 0-1 ft 12.00 21143 114.4 11.7 99 A 3 S/E Test 0-1 ft 12.00 21143 112.2 11.5 98 A 4 1 S/W Test 0-1 ft 12.00 21143 111.0 1 12.2 97 A (1) Ref. Datum: 0 = Top of Final Grade (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. � U a v SAL Date Typed: Sep emb0e 11, 20018 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 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE lient: Ryan Homes fif1450 Centrepark Blvd Suite 3401 West Palm Beach, FL 33401 roject: Oakland Lake Estates Subdivision House Lot Investigation Lot 3 5206 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL s requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or geld 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. Date Type of Report 66331-1 10/11/2017 In -Place Density Test Report w/Activity Record i I We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. I Sincerely, Universal Engineering Sciences, Inc. Certificate of Autho0zation No. 00000549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: jomcalli@nvrinc.com; tridley@nvrinc.com UES Project ),,pl0310.1700455.0000 UNI Vt-k-SAL UES ROCS No: UES Report No: 66331-1 ARC 101117 ENGINEERING -SCIENCES On -Site Time (hrs): 0.25 Consultants: In: Geotechnical Engineering • linvironmental Sciences Lab Time (hrs): 0.00 Geophysical Services,-k IMateriafs,Tesiing i Thf.eshb.ld Inspection Travel Time (hrs): 0.26 Building.CodeAdministration;Compliancelnspection&Plan`Review Total Time (hrs): 0.50 820 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 Estates Subdivision House Lot Investigation Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 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 Lot 3. DENSITY TEST While on site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 3 at 5206.Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. BEARING CHECK Technician also hand augered to a depth of 5' and no organic material was found. The fill soils appear to be suitable granular materials without expansive clays and are in accordance with the assumed building code soil conditions of 2,000 psf that the designer noted was used for design of the foundations. UN-IVEi S L -ENGINEERING SCIENCES Consultants In: Gedtechnical Engineering • Environmental, Sciences Geophysical,Services •;Mater'ials Testing -iThreshold Inspection Building Code Administration; Compliance. Inspection & Plan Review 20 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1700455.0000 UES DOCS No: UES Report No: 66331-1 DT 101117 I In -Place Density Test Report II lient: Ryan Homes 1450 Centrepark Blvd Suite 340 i West Palm Beach, FL 33401 roject: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Tested: Lot 3 �Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11/2017 Lab: ASTM D1557 Modified Proctor echnician: 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. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 Lot 3 0-1 ft 12.00 7492 116.6 13.4 104 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 7424 115.0 12.0 (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 procedun:s. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.