The URL can be used to link to this page

Home My WebLink AboutFIELD - LAB REPORTI /611- 01s-66 UNIVERSAL Date Typed: ectNo.: Joan ary 29, 310.170022019037 ENGINEERING SCIENCES FILE COPY 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 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes West Palm Beachlvd FL 33401340 SCANNED Project: Oakland Lake Subdivision Lot 15 St BY Lucie County 5336 Oakland Lake Circle Permit 18�1`0_5f6iEfl 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: I Scope of Work Work Orders Work Order No. I Date I Type of Report II Type of Report 105832-1 1 01/17/2019 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. CEIVE® JAN 3 0 2019 sitting Department Lucie County, FL d,t11 ��\ F'. Hp EN' qG� NO. 48796 n•, :STATE OF Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2019.01.29 12:02:36 -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.com; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 1-1N1V U ES ,. eect No: 0310.1700251.0037 UES DOCS No: - UES Report No: 106832-1 ARC 011719 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 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): 1.00 820 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 15 5336 Oakland Lake Circle Permit 1811-0566, Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, 17 January, 2019 As recll ested, 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 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 Bray Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 L__ .)roject No: 0310.1700251.0037 LIES DOCS No: UES Report No: 105832-1 DT 011719 In -Place Density Test Report Client:! Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 15 5336 Oakland Lake Circle Permit 1811-0566, Ft. Pierce, St. Lucie County, FL Area Tested: house pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test:. 01/17/2019 Lab: ASTM D1557 Modified Proctor Technician: Timothy Hughes Requirements: 0% 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. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 SE corner of pad 0 to -1 ft 12.00 21143 114.6 7.3 100 A 2 SW corner of pad 0 to -1 ft 12.00 21143 114.3 9.0 99 A 3 NW corner of pad 0 to -1 ft 12.00 21143 114.3 8.0 99 A. 4 NE corner of pad 0 to -1 ft 12.00 21143 114.6 6.0 100 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 or Universal Engineering Sciences. UES Project UNIVERSAL. Date Typed: No.: Jan January 29, 201937 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 32956 - P: 321.638.0808 - F: 321.638.0978 sn� Construction Materials Testing Services s B VN Ryan Homes FIELD AND LABORATORY REPORT COVER PAGE f44% ,4% 1450 Centrepark Blvd Suite 340 6e West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 15 5336 Oakland Lake Circle Permi 0566, Ft. Pierce, St. Lucie'County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field irispection services on the above project. Testing results and/or inspection observations are reported on the attached sheetsi. The contents of this package are summarized below: Scope of Work Work order No. I Date I Type of Report 106832-1 1 01/17/2019 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. RECEIVED MAR 18 319 Ll . Lucie County, Permitting Sincerely, Universal. Engineering Sciences, Inc. Certificate of Authorization No: 00000549 r� Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvdnc.mm; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering ,,Environmental Sciences Geophysical Services 9 Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review UES Project No: 0310.1700261.0037 UES DOCS No:. UES Report No: 105832-1 ARC 011719 On -Site Time (hrs): 0.60 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.00 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 15 5336 Oakland Lake Circle Permit 1811-0566, Ft. Pierce, St. Lucie County, FL of Activity: Thursday, 17 January, 2019 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 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: 321.638.097.8 CI Tested: of Test: Requirements: In -Place Density Test Report Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 LIES Project No: 0310.1700251.0037 LIES DOCS No: LIES Report No: 105832-1 DT 011719 Oakland Lake Subdivision Lot 15 5336 Oakland Lake Circle Permit 1811-0566, Ft. Pierce, St. Lucie County, FL house pad Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 01/17/2019 Lab: ASTM D1557 Modified Proctor Timothy Hughes 0% of Proctor maximum dry density. These tests apply to the fill and/or sumcial 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)'(2) Proctor Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 SE corner of pad 0 to -1 ft 12.00 21143 114.6 7.3 100 A 2 SW comer of pad 0 to -1 ft 12.00 '21143 114.3 9.0 99 A 3 NW corner of pad 0 to -1 it 12.00 21143 114.3 8.0 99 A 4 NE corner of pad 0 to -1 it 12.00 21143 114.6 6.0 100 A (1) 1Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 This test was pertormed 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 �port shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.