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Home My WebLink AboutFIELD - LAB REPORTip `V 820 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing'- Threshold Inspection Building Code Administration, Compliance Inspection & Plan'Review Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.1700251.0033 Date Typed: January 07, 2019 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes SCANNED 1450 Centrepark Blvd Suite 340 �Y West Palm Beach, FL 33401 St Lucie County Project: Oakland Lake Subdivision Lot 64 5309 Oakland Lake Circle Permit No 0380 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 Type of Report 1 104851-1 1 12/28/2018 1 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. Sincerely, Universal Eng9►lering Sciences, Inc. Certificate of_Al lttt l iza;ion 0.00000549 RECEIVED ", "y,., . /• MAR 18 2019 ST. Lucie County, Perm_ itt_ing I Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 I I ICC Email: cbugg@nvrinc.com; elibrihi@nvrine.com; Imhoff, Bryan iBIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 i UFO &roject No: 0310.1700251.0033 UN 1.. E R S A L UES ROCS No: UES Report No: 104851_ 1 ARC 122818 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): 0.50 Building. Code Administration, Compliance Inspection.&PlariReview Total Time (hrs): 1.60 820 BIrevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Client: Project: 1 Date of Activity: Technician: Activity Record Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 64 5309 Oakland Lake Circle Permit No 1810=0380, Fort Pierce, St. Lucie County, FL Friday, 28 December, 2018 Cliff C 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. i 0310.1700251.0033 UNIVERSAL UUES ES DOCS Noo: ENGINEERING SCIENCES UES Report No: 104851-1 DT122818 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold, Inspection, Building Code Administration, Compliance Inspection & Plan Review 820 Bre�vard Avenue, Rockledge, FL 32965 - 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 64 5309 Oakland Lake Circle Permit No 1810-0380, Fort Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 1.2/28/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requiirements: 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 underlvino soils below the tested rieoths 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 12.4 97 A 2 N/E test 0-1 ft 12.00 21180 108.5 11.8 97 A 3 S/E test 0-1 ft 12.00 21180 110.0 11.6 98 A 4 S/W test 0-1 ft 12.00 21180 111.2 11.8 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) 'Maximum Optimum Proctor Dry Moisture # Density Content I 21180 112.0 11.0 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. UNIVERSAL i ENGINEERING SCIENCES Consultants In: Geqtechnical Engineering • Environmental Sciences i 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 UES Project No.: 0310.1700251.0033 D f pJWJ4a8, 2&" Ar =T L.L. �� W*.i F y 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 Subdivision Lot 64 5309 Oakland Lake Circle Permit Now 'FO- 380 {Port Pierce, St. Lucie County, FL i 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. I Date I Type of Report 1048514 1 1212&2018 In -Place Density Test Report wlActivdy 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, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 N6 Richard E. G; ••�,�cE�vsF -,�� , Hoaglin, P.E. .: Z� 2019.01.07 r • Rio r 48798 11:28:45 �sraT_ o� '-05'00' � •, ' f'��Il r l i) V�11.i. Richard E. Hoaglin, P.E. FLORIDA ., Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, RE 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 E�ail: cbugg@nvrinc.com; ellbrihi@nvrino.com; Imhoff, BryDmcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Wilows Square, Vero Beach, FL 32965 RECEIVEI) 2019partmentnty, FL UES Project No: 0310.1700251.0033 UES UNIVERSAL UES Report No: 104851-1 ARC 122818 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): 0.50 Building Code Administration, Compliance Inspection&Plan Review Total Time (hrs): 1.50 Brevard Avenue, Rockledge, FL 32966 - 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 64 5309 Oakland Lake Circle Permit No 1810-0380, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 28 December, 2018 Technician: Cliff Che 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. i I 820 Client: I i Project: i UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Area Tested: Type of Test: i Technician: Requirements: In -Place Density Test Report UES Project No: 0310.1700251.0033 UES DOCS No: UES Report No: 104851-1 DT 122818 Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 64 5309 Oakland Lake Circle Permit No 1810-0380, Fort Pierce, St. Lucie County, FL House pad Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 12/28/2018 Lab: ASTM D1557 Modified Proctor Cliff Cherrnay 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions nnly nnri rin not ndriress the condition of the underivina 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 0-1 ft 12.00 21180 109.1 12.4 97 A 2 N/E test 0-1 ft 12.00 21180 108.5 11.8 97 A 3 S/E test 0-1 ft 12.00 21180 110.0 11.6 98 A i 4 SM/ test 0-1 ft 12.00 21180 111:2 11.8 99 A (1) � Ref. Datum: 0 = Top of Final Grade I I Maximum Optimum Proctor Dry Moisture # Density Content 21180 112.0 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. I