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Home My WebLink AboutFIELD & LABORATORY REPORTU ,� 'fect No.: 0310.1700455.0000 U N 1 Vt-� S',A L D e a Se EN.GLN,EERI_NG. S:CLENCEI+UA�'� 6onsultants Iri pGeotec6cal Engineering • Environmental Sciences pp� YB a Geophysical Services• Matenals;Tesfing i Threshold In'spe�ti�r(j U�Y� f ;i 1�� Bwiding Code Administration, Complianceanspectiom& PIdn R2 820 Brevard Avenue, Rockledge, FL 32966 - P. 321.638.0808 - F. 321.638.0978 ' r �� h� ®(v Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 5 5376 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL RECEIVED OEC:21 2018 =ermitting Departmen ., Lucie County 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 Type of Report 66331-1 10/11/2017 In -Place Density Test Report w/Activity Record We hope this information the undersianed. is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact Sincerely, Universal Engsnee_rling,Sciences, Inc. Certificate of Auth6riza'd ,n No. 000005 49 � 1 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: jomcalli@nvrinc.com; tridley@nvrinc.com 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 5. DENSITY TEST While on site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 5 at 5376 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. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences, Geophysical,5eniices •;Materials,Testing' • Threshold;lnspection Building -Code Administration,.Com' pliance 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 5 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 oniv and do not address the condition of the underivina soils below the tested deaths. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 Lot 5 0-1 ft 12.00 7492 115.5 13.8 100 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. u's UNIVERSAL No.: Date Typedt Aug t 27?2018023 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review ! 0 6 G 0 0 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE RECEIVED Client: Ryan Homes AUG 3 1018 1450 Centrepark Blvd Suite 340 permitting t)e West Palm. Beach, FL 33401 St. Lucie cou�tyent Project: Oakland Lake Subdivision Lot 5 5376 Oakland Lake Circle Permit # 18060500, 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 reporte&on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No: Date Type of Report 100053-1 08/24/2018 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. Attachments (1) Sincerely, l' UniversaVE' ig"m4anng Sciences, Inc. Certificate, rf,Ai"!thorzatio `a:0000 Et49� Air Richard, 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. ICC Email: cbugg@nvrinc:com; elibrihi@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 N ' ERSA '_ I UES ►4j2ct No: 0310.1700251.0023 UES DOCS No: UES Report No: 100053 1 ARC 082418 N1ENGINEERING SCIENCES On-SiteTime (hrs):1.00 Consultants In: Geotechnical Engineering @ Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services - Materials Testing , Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 2.00 820 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 5 5376 Oakland Lake Circle Permit # 18060500, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 24 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. UES Project No: 0310.1700251.0023 UNIVERSAL UES DOCS No: ENGINEERING SCIENCES UES. Report No: 100053-1 DT 082418 Consultants In: Geotechnical Engineering Environmental Sciences Geophysical Services • Materials Testing • 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 5 5376 Oakland Lake Circle Permit # 18060500, Fort Pierce, St. Lucie County, FL Area Tested:' House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method 'Date of Test: 08/24/2018 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 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 N/W test 0-1 ft 12.00 21180 109.1 11.5 97 A 2 S/W test 0-1 ft 12.00 21180 107.6 13.0 96 A 3 S/E test 0-1 ft 12.00 21180 108.8 11.6 97 A 4 N/E test. 0-1 ft 1 12.00 21180 107.5 1 11.9 96 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 21180 112.0 11.0 This test was perfdfined 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: 031u.1 UNIV, I R S A L Date Project No.: August 7,251.0023 Date Typed: August 27, 2018 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services r Materials Testing r Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes RECEIVED 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 AUG 2 7101g Project: Oakland Lake Subdivision Lot 5 5376 Oakland Lake Circle Permit # 18060500, Fort Pierce, St. Lucie County, FL Permitting Departmenr St. Lucle County 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 100053-1 1 08/24/2018 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. Attachments (1) Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.08.27 13:34:28 l� Richard E. Hoaglin, RE, FLORIDA Professional Engineer No. 48796 F is item has been election/cally Signed aadS@a/edby chard E. Hoaglin, p,E„sing a Digital S/gnature. PrlH�@Or coppies of this document are not considered sighed and es and the signature must be verified on any eiectron/L ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; Imhoff, Bryan [BIMHOFF@nvrinc.com]; ]omcalli@nvnnc.com; rofln ar ryan homes at 1777 Willows Square, Vero Beach, FL 32966 9 @nvrinc.com; sign/seal MAIL to Revised May FIN —=� UES I��.,aCtct No: 0310.1700251.0023 . UNI.VNIIIIIIIIIRSAL UES DOCS No: UES Report No.. 100053-1 ARC 082418 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical.Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 1.00 Building CodeAdministration,Compliance Inspection &Plan Review Total Time (hrs): 2.00 820.13revard 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 5 5376 Oakland Lake Circle Permit # 18060500, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 24 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. Iz , 1 U N.1 V-15 RSA L 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 32955 P: 321.638.0808 - F: 321.638.0978 Client: Project: Area Tested: Type of Test: Technician: Requirements: In -Place Density Test Report LIES Project No: 0310.1700251.0023 UES DOCS No: UES Report No: 100053-1 DT 082418 Ryan Homes 1.450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 5 5376 Oakland Lake Circle Permit # 18060500, Fort Pierce, St. Lucie County, FL - House pad Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay Date of Test: 08/24/201.8 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 underlvina 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 21180 109.1 11.5 97 A 2 SM test 0-1 ft 12.00 21180 107.6 13.0 96 A 3 S/E test 0-1 ft 12.00 21180 108.8 11.6 97 A 4 1 N/E test 0-1 ft 12.00 21180 107.5 11.9 96 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 21180 1,12.0 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.