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Home My WebLink AboutFIELD - LAB REPORT/0(2 - a0 z Y U1 r R S A L Date Typed: No.: Jan January 29, 201938 ENGINEERING SCIENCES FILE COPY Consultants In: Geotechnical Engineering • Environmental Silences 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 1450 Centrepark Blvd Suite 340 sCAt'.A, West Palm Beach, FL 33401 l, s� 'y'v� Project: Oakland Lake Subdivision Lot 40 `�Ci e9%' 5361 Oakland Lake Circle Permit tr8y 24XFt. Pierce, St. Lucie County, FL CCeA As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials tes Ing 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 105833-1 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. Ila JAN 3 0 2019 Permitting Department St. Lucie County, FL �6�•' 410ENgF •:qG No. 48796 '•. -STATE of li,s,ONAiitG� Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 frees' Richard E. Hoaglin, P.E. 2019.01.29 12:03:00 -05'00' 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@nvdnc.com; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 S 1 _t N V--- RSA' UES Report Noo: 1058331 ARC 011719 ENGINEERING SCIENCES On -Site Time(hrs):0.50 Consultants In: GeotechnicalEngineering , 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): 0.75 , 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 40 5361 Oakland Lake Circle Permit 1812-0024, Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, 17 January, 2019 Technician: - Timothy Hughes 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 notifiedof the test results or a copy was left for their records .[BUN1%j__'__.1RSAL 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 L__ ?roject No: 0310.1700251.0038 LIES DOCS No: LIES Report No: 105833-1 DT 011719 Clientt Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 40 5361 Oakland Lake Circle Permit 1812-0024, 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: 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 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 SW corner of pad 0 to -1 ft 12.00 21143 114.6 5.2 100 A 2 SE corner of pad 0 to -1 ft 12.00 21143 109.3 4.1 95 A 3 NE corner of pad 0 to -1 ft 12.00 21143 112.3 4.8 98 A 4 NW corner of pad 0 to -1 ft 12.00 21143 114.5 5.1 100 A (1) j 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 of Universal Engineering Sciences. U,'VIAfEFSrL 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 UES Project No.: 0310.1700251.0038 Date Typed: January 29, 2019 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 40 5361 Oakland Lake Circle Permit 812-0.02 Ft. Pierce, St. Lucie County, FL 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 105833-1 01/17/2019 In -Place Density Test Report w/Activity Record vve nape inls Inrormatlon Is sutrlclent Tor your Immediate needs. If you have any questions, please do not hesitate to contact the undersigned. MAR 18 001[—RECEIVED: cie county, Peing Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvrinc.com; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 ENGINEERING .SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing a Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review LIES Project No: 0310.1700261.0038 UES DOCS No: UES Report No: 105833-1 ARC 011719 On -Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 0.26 Total Time (hrs): 0.75 20 Brevard Avenue, Rockledge, FL 32965 - 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 40 5361 Oakland Lake Circle Permit 1812-0024, Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, 17 January, 2019 Technician: Timothy Hughes 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 UES Project No: 0310.1700251.0038 UES DOCS No: UES Report No: 105833-1 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 40 5361 Oakland Lake Circle Permit 1812-0024, 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: 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 SW corner of pad 0 to -1 ft 12.00 21143 114.6 5.2 100 A 2 SE corner of pad 0 to -1 ft 12.00 21143 109.3 4.1 95 A 3 NE corner of pad 0 to -1 ft 12.00 21143 112.3 4.8 98 A 4 NW corner of pad 0 to -1 ft 12.00 21143 114.5 5.1 100 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 (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 he reproduced, except in full, without the written approval of Universal Engineering Sciences.