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HomeMy WebLinkAboutFIELD & LABORATORY REPORTUNIVI�RSAL Date Typed: No.: July 24, 20181.0016 01 ENaGINEERInts In: Geotechnical nNG�nSCIENCESntal Consult ences 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 �4����� Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE RECEIVED Client: Ryan Homes AUG 0 8 2018 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 ST. Lucie County, Permitting Project: Oakland Lake Subdivision Lot 65 5313 Oakland Lake Circle Permit No 1806-0415, Fort 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 98965-1 1 07/20/2018 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. Sincerely, Universal Engineering Sciences, Inc. Certificate-qfl'AuffiorizatiO No. 00000549 f i _ - r Richard. E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvrinc.com; elibnhi@nvrinc.com; jomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 /&4 - ©0/S' COPY Revised May 2015 UNIVERSAL UUES Project N o: ES DOCS No. 0310.1700251.0016 ENGINEERING SCIENCES UES Report No: 98965-1 DT072018 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing -.Threshold Inspection 01 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 65 5313 Oakland Lake Circle Permit No 1806-0415, Fort Pierce, St. Lucie County, FL Area Tested: House Pad Type of Test: Field ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/20.18 Lab: ASTM D1557 Modified Proctor Technician: Tyler Tilley 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 NE Corner 0 to 1 ft 12.00 21143 114.5 5.9 1:00 A 2 NW Corner 0 to 1 ft- 12.00 21143 109.8 5.1 95 A 3 SW Corner 0 to 1 ft 12.00 21143 112.3 6.9 98 A 4 SE Corner 0 to 1 ft 12.00 21143 1 110.1 7.8 96 A (1) Ref. Datum: 0 = Top of Native (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. UES Project U, Date Typed: No.: July 24, 201 g1.0016 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services- MaterialsTesting 4 Threshold Inspection Building "Code Administration, Compliance.lnspection & 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 65 5313 Oakland Lake Circle Permit No 1806-0415, Fort 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 98965-1 1 07/20/2018 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. Sincerely, Universal Engirteering Sciences, Inc. Certificate of. R o. 005 9 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 FILE COPY ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; iomcalli@nvrine.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 Revised, May 2015 UES = - 'Ilect No: 0310.1700251.0016 1 N UV�- � J R.1-SA� I UES DOCS No: UES Report No: 98965-1 ARC 072018 NJENGINEERING 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): 0.25 Building Code Administration;Compfancelnspecbpn&lPlariReyiew, Total Time (hrs): 0.75 820 Brevard 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 65 5313 Oakland Lake Circle Permit No 1806-0415, Fort Pierce, St. Lucie County; FL Date of Activity: Friday, 20 July, 2018 Technician: Tyler Tilley 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. UNIVERSALUUES ES DOCS Noo: 0310.1700251.00 f6 ENGINEERING SCIENCES UES Report No: 98965-1 DT072018 Consultants Ini.',Geotechnical Engineering Environmental Sciences Geophysical.Services • Materials Testing • Threshold Inspection Building'.Code Administration, Compliance Insppection.& 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 65 5313 Oakland Lake Circle Permit No 1806-0415, Fort Pierce, St. Lucie County, FL Area Tested': House Pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/2018 Lab: ASTM D1557 Modified Proctor Technician: Tyler Tilley 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 NE Corner 0 to 1 ft 12.00 21143 114.5 5.9 100 A 2 NW Corner 0 to 1 ft 12.00 21143 109.8 5.1 95 A 3 SW Corner 0 to 1 ft 12.00 21143 112.3 6.9 98 A 4 SE Corner 0 to 1 ft 12.00 21143 1 110.1 7.8 96 A (1) Ref. Datum: 0 = Top of Native (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. Del �':?06' �i 0310.170 UNIVERSAL Date TyUES ped: ect No.: July 24, 2020181.0016' ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection 01 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 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 65 5313 Oakland Lake Circle Permit No 1806-0415, Fort 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 98965-1 1 07/20/2018 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. AUG 16 2018 Permitting Department St. Lucie County, FL Sincerely, Universal Engineering Sciences, Inc. ,���;��11'►11�iiJtr i Certificate of Authorization No. 00000549 Richard E. .•,`; •�:�'<� Hoaglin, P.E. 4�c�tvs 2018.07.26 4,87.0 10:09:49 B-ITAT-04'00' '.=tV1ti' 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. [CC Email: cbugg@nvrinc.com; elibdhi@nvrinc.com; jomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 Revised May 2015 UNIVfERSAL UES Project No: 0310.1700251.0016 UES DOCS No:, UES Report No: 98966-1 ARC 072018 tuENGINEERING 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): 0.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 0.75 820 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 65 5313 Oakland Lake Circle Permit No 1806-0415, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 20 July, 2018 Technician: Tyler Tilley As requested, a UniversalEngineeringSciences 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. `J t UES CS Noo: 0310.1700251.0016 UNIVERSAL UES DO ENGINEERING SCIENCES UES Report No: 98965-1 DT072018 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 65 5313 Oakland Lake Circle Permit No 1806-0415, Fort Pierce, St. Lucie County, FL Area Tested: House Pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/2018 Lab: ASTM D1557 Modified Proctor Technician: Tyler Tilley 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 NE Corner 0 to 1 ft 12.00 21143 114.5 5.9 100 A 2 NW Corner 0 to 1 ft 12.00 21143 109.8 5.1 95 A 3 SW Corner 0 to 1 ft 12.00 21143 112.3 6.9 98 A 4 SE Corner 1 0 to 1 ft 1 12.00 1 21143 1 110:1 7.8 96 A (1) Ref. Datum: 0 = Top of Native (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 be reproduced, except in full, without the written approval of Universal Engineering Sciences.