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Home My WebLink AboutENGINEERING REPORTU'N I-V F= RSAL ENGINEERING .S.. IEE NCS consultants' In: Gegtechnical Engineering • Environmental Sciences Geophysical Services •'Materia.ls T6sting • Threshold Inspection Building Code Administration, Compliance Inspection& Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 -2US UES Project No.: 0310.1700251.0049 Date Typed: April 03, 2019 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes SCANNED 1450 Centrepark Blvd Suite 340 BY West Palm Beach, FL 33401 St. Lucie County Project: Oakland Lake Subdivision Lot 20 5312 Oakland Lake Circle Hager, Russell (3-21-19), 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 Date Type of Report 108597-1 1 03/22/2019 In -Place Density Test Report w/Activity Record vve pope tnls lnlormation Is sumclent for your Immediate needs. It you have any questions, please do not hesitate to contact the undersigned. Attachments (1) 9 Sincerely, Universal EI Certificate of Inc. Lit"' I Richard E. Hoegiin, 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. [CC Email cbugg@nvrinc.corn; rhager@nvrinc.com; sign/seal MAIL to rya homes at 5369 Oakland Lake, Ft. Pierce 'FL 32941 Revised May 2016 '� AR UES .wject No: 0310.1700261.0049 N IV, ' �_ UES DOCS No: ! - UES Report No: 108697-1 ARC 032219 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: Geotechnical Engineering • Environmental5dences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing*s Threshold Inspection Travel Time (hrs): 0.26 Building Code Mministration,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 20 5312 Oakland Lake Circle Hager, Russell (3-21-19), Ft. Pierce, St. Lucie County, FL Date of Activity: Friday, 22 March, 2019 Technician: Russell Brause 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 # 20. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad # 20.. 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,m Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1700251.0049 UES DOCS No: UES Report No: 108597-1 DT 032219 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340. West Palm Beach, FL 33401 Project: Oakland Lake Subdivision.Lot 20 5312 Oakland Lake Circle Hager, Russell (3-21-19), Ft. Pierce, St. Lucie County, FL Area Tested: House pad # 20. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 03%22/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause 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 NW corner. 0 to -1 ft 12.00 21143 112.8 9.1 98 A 2 NE corner. 0 to -1 ft 12.00 21143 112.7 9.6 98 A 3 SE corner. 0 to -1 ft 12.00 21143 112.7 10.0 98 A 4 SW corner. 0 to -1 ft 12.00 21143 110.9 9.1 96 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 of Universal Engineering Sciences. 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 � faj-. 6/15� UES Project No.: 0310.1700251.0049 Date Typed: April 03, 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 20 5312 Oakland Lake Circle Hager, Russell (3-21-19), 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 108597-1 1 03/22/2019 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. Attachments (1) Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. JOZ`\FR F.yn'��xx �G�• �%CENSF -gCs1� Hoaglin, P.E. •.2 /�� 2019.04.03 NO.48796 16:04:51 STATE OF 04r00r 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 veriffed on any electronic copies. ICC Email: cbugg@nvrinc.com; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Ft. Pierce, FL 32941 - Revised May 2016 ,I ( UI=,-roject No: 0310.1700261.0049 .�N lit r UES DOCS No: I 1 1 _ i , - UES Report No: 108597-1 ARC 032219 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): 0.76 820 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 20 5312 Oakland Lake Circle Hager, Russell (3-21-19), Ft. Pierce, St. Lucie County, FL Date of Activity: Friday, 22 March, 2019 Technician: Russell Brause 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 # 20. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad # 20.. 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. V, i UNIVERSAL 0310.1700251.0049 UES DOCS No: ENGINEERING SCIENCES UES Report No: 108597-1 DT032219 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 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 20 5312 Oakland Lake Circle Hager, Russell (3-21-19), Ft. Pierce, St. Lucie County, FL Area Tested: House pad # 20. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 03/22/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause 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 NW corner. 0 to -1 ft 12.00 21143 112.8 9.1 98 A 2 NE corner. 0 to -1 ft 12.00 21143 112.7 9.6 98 A 3 SE corner. 0 to -1 ft 12.00 21143 112.7 10.0 98 A 4 SW comer. 0 to -1 it 12.00 21143 110.9 9.1 96 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 of Universal Engineering Sciences.