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HomeMy WebLinkAboutFIELD - LAB REPORTILIES Project UNIVERSAL Date Typed: No.: February 07, 20194 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 S f,A�Jlilgq Construction Materials Testing Services BY FIELD AND LABORATORY REPORT COVER PAGE St. Lucie County Client: Ryan Homes 1450 Centrepark Blvd Suite 340 SCANNED West Palm Beach, FL 33401 BY Project: Oakland Lake Subdivision Lot 25 ^nunw 5282 Oakland Lake Circle Permit #_881 " B Ft. 'erce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (L ES) 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 106663-1 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. ST. Attachments (1) MAR 18 2019 Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 — M 41 / S Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvdnc.com: rhager@nviinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 Revised May 2D15 r r o I ' a' A ' UES Project No: 0310.1700261.00" R-NIV - �� �t �'�—� UES Report No: 106663-1 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 CodeAdministradon,Compliance lnspecdon&Plan Review Total Time (hrs): 1.25 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0973 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 25 5282 Oakland Lake Circle Permit #1812-0426,Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 06 February, 2019 Technician: Cliff Chermay 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 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 LIES Project No LIES DOCS No: LIES Report No: 0310.1700251.0044 IItrI:ilkSl051 r IT—W Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 25 5282 Oakland Lake Circle Permit #1812-0426,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 surticial soil conditions only and do not address the condition of the underlying 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 NM test 0-1 ft 12.00 21180 110.4 11.1 99 A 2 N/E test 0-1 it 12.00 21180 109.9 11.2 98 A 3 S/E test 0-1 it 12.00 21180 109.5 10.8 98 A 4 S/W test 0-1 ft 12.00 21180 110.7 11.5 99 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 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. w l D��• ©r��o J� c 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 In -Place Density Test Report LIES Project No: 0310.1700251.0044 LIES DOCS No: UES Report No: 106663-1 DT 020619 FILE COPY 2 z,-C>,r I Client: Ryan Homes 1450 Centrepark Blvd Suite 340 SCANNED West Palm Beach, FL 33401 BY Project: Oakland Lake Subdivision Lot 25 St. Lucie County 5282 Oakland Lake Circle Permit #1812-0426,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 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 NAN test 0-1 ft 12.00 21180 110.4 11.1 99 A 2 N/E test 0-1 ft 12.00 21180 109.9 11.2 98 A 3 S/E test 0-1 ft 12.00 21180 109.5 10.8 98 A 4 SM test 0-1 ft 12.00 21180 110.7 11.5 99 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 RE'E r FEB 15 2019 Permitting Department St. Lucie County, FL 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< UNIVERSAL Date Project No.: February 20144 Date Typed: February 07,2019 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection ED Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - 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 25 5282 Oakland Lake Circle Permit #1812-0426,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. Date Type of Report 106663-1 1 02/06/2019 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate needs. It you nave any questions, please Do not nesitate to contact the undersigned. :STAT�)OF Attachments (1) Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2019.02.07 13:02:03 -05'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been elecfronicallysigned andsealedby 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; rhager@nvdnc.cem; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 Revised May 2016 UES Project No: 310.170251.0044 UNIVERSAL UES Report No: 106663-1 ARC 0 619 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Geophysical Services , Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Travel Time (hrs): 0.26 Total Time (hrs): 1.25 820 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 25 5282 Oakland Lake Circle Permit #1812-0426,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.