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Home My WebLink AboutFIELD - LAB REPORTES 1.0 U �1. 1 E F S � L Date Typed: February No.: February 07520 92 ENGINEERING SCIENCES ConsultantsIn: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection 9I1 Building Code Administration, Compliance Inspection &Plan Review 820BrvardAvenue, Rockledge, FL 32955- P: 321.638.0808 - F: 321.638.0978 Q�ptRIPt� Construction Materials Testing Services gy FIELD AND LABORATORY REPORT COVER PAGE St, Lucie COUnty Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 69 9 I 5341 Oakland Lake Circle Permit #,Ft. Pierce, St. Lucie County, FL I As requested, Universal Engineering Sciences, Inc. (LES) 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 106660-1 1 02/06/2019 In -Place Density Test Report w/Activity Record We hope this information is sufficient for vour immediate needs. If you have anv auestions_ nleace dh not hesdate to onntart the undersigned. RECEIVED MAR 18 019 ST. Lucie County, Permitting Attachments (1) Sincerely, 0% Universal Engineering Sciences, Inc. Certificate of Authorization No; 00000549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 [CC Email. cbugg@nvrinc.com; rhager@nvdne.com; sign/seal MAIL to ryan homes at5369 Oakland Lake, Vero Beach, FL 32966 Revised May 2015 820 Y 1 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering •Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 1.1E6 r'roject No: 0310.1700251.0042 LIES DOCS No: UES Report No: 106660-1 ARC 020619 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.25 Total Time (hrs): 1.25 Avenue, Rockledge, FL 32956 - 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 69 5341 Oakland Lake Circle Permit #,Ft. Pierce, St. Lucie County, FL Dates of Activity: Wednesday, 06 February, 2019 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing forthe 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. 1UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1700251.0042 UES DOCS No: LIES Report No: 106660-1 DT 020619 In -Place Denser Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 69 5341 Oakland Lake Circle Permit #,Ft. Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field` ASTM D-6938 Nuclear Gauge Method Date of Test: 02/06/2019 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 underivinc soils below the tested deoths_ 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 108.8 11.4 97 A 2 N/E Test 0-1 ft 12.00 21180 107.7 9.9 96 A 3 SIE Test 0-1 ft 12.00 21180 107.8 10.0 96 A 4 SAN Test 0-1 ft 12.00 21180 109.0 10.2 97 A (1) Ref. Datum: 0 = Top of Final Grade (2) 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 AS7M pmcedums. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. /Wt-- r'o 4.3 I 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 32955 • P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report S`f a'9� Client: Ryan. Homes 1450 Centrepark Blvd Suite 340 eC o West Palm Beach, FL 33401 04'� Project: Oakland Lake Subdivision Lot 69 5341 Oakland Lake Circle Permit #,Ft. Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 02/06/2019 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 nnly and do not address the condition of the underlvino soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 4- NM Test 0-1 ft 12.00 21180 108.8 11.4 97 A 2 N/E Test 0-1 ft 12.00 21180 107.7 9.9 96 A 3 S/E Test 0-1 ft 12.00 21180 107.8 10.0 96 A 4 S/W Test 0-1 ft 12.00 21180 109.0 10.2 97 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # ' Density Content 21180 112.0 11.0 (3) comments rcey 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 RECEIVED FEB 15 2019 Permitting Department St. Lucie County, FL This tesrwas performed without deviation from ASTMprocedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. , 0 UES Project No: 310.170251.0042 U N I V E R S A L UES Report No : 106660-1 ARC 020619 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): 0.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.26 820 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 69 5341 Oakland Lake Circle Permit #,Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 06 February, 2019 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. 042 UNIVERSAL Date Project No.: February 2 19 Date Typed: February 07, 2019 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection 93 Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 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 69 5341 Oakland Lake Circle Permit #,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. I Data I Type of Report 106660-1 1 02/06/2019 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. NQ 146. ' ISTATE-op Attachments (1) Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 FMTI - e: Hoaglin, P.E. 2019.02.07 13:00:37 -05'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and seated 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@nvdnc.mm; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 Revised May 2015