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Home My WebLink AboutENGINEERINGd SCANNED _Z MV . .19UES Project No.: QCOWIfDa Typed: August 082018UNIVE-J,SA RECEIVEDNGINEERING S1_ENCES Consultants In: Geotechnical Engineering. -.Environmental, Sciences AUG 3 II Geophysical•Services.-MaterialsTestingo Threshold Inspection ��dG— O$a3 2018 Building Code Administration, Compliance Inspection & Plan Review Permitting De 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 St. Lucie CoDepartment Construction Materials Testing Services II FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 10 11 5356 Oakland Lake Circle Permit No 1806-0803, Fort Pierce, St. Lucie County., FL As re�juested, 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 WorF, Order No. L Date Type of Report 9$274-1 08/01/2018 In -Place Density Test Report w/Activity Record We I��pe this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the udersianed. Sincerely, `= Universal Engirp4ring Sciences;'lnc. Certificate A'=A ;thori ation,_Nlo Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 i8d - cam} FILE COP` nail: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; rofingar@nvdnc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero , FL 32966 Revised May 2015 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering •Environmental Sciences Geophysical'Services kMaterialsTesting'i`Threshold Inspection. Building Code Administration; Compliance Inspection & Plan Review, 820 lirevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: UES Project No: 0310.1700251.0019 UES DOCS No: UES Report No: 99274-1 ARC 080118 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 321.638.0978 Activity Record Clie"t: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 10 5356 Oakland Lake Circle Permit No 1806-0803, Fort Pierce, St. Lucie County, FL of Activity: Wednesday, 01 August, 2018 nician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of eart, work testing for the House pad. Whi on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad jAll 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'lContractor was notified of the test results or a copy was left for their records. L UES DOCS No � 0310.1700251.0019 UNIVERSA ENGINEERING. SCI.ENCES UES Report No: 99274-1 DT080118 Consultants Ini Geotechnical Engineering • EnvironmentaiSciences Geophysical,Services • Materials Testing:-i Threshold Inspection Building Code Administration, .Comp liance Inspection.& Plan Review 820 BrTard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Clie Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Proj ct: Oakland Lake Subdivision Lot 10 5356 Oakland Lake Circle Permit No 1806-0803, Fort Pierce, St. Lucie County, FL Tested: House pad Typ' of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/01/2018 7 Lab: ASTM D1557 Modified Proctor ician: Cliff Cherrnay cements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions onlv and do not address the condition of the underlvinq soils below the tested depths. Test No. I Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 ,I N/W Test 0-1 ft 12.00 21143 113.6 11.8 99 A 2 I WE Test 0-1 ft 12.00 21143 114.4 11.7 99 A 3 S/E Test 0-1 ft 12.00 21143 112.0 12.2 97 A 4 S/W Test 0-1 ft 12.00 21143 114.1 13.2 99 A 0)�J Ref. Datum: 0 = Top of Final Grade Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 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 report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i UES Project No: 0310.1700251.0019 UNIVERSAL UES ROCS- No: UES Report No.. 99274-1 ARC 080118 ENGINEERING SCIENCES On -Site Time (hrs):1.00 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 SCANNED Geophysical Services • Materials Testing - Threshold Inspection Travel Time (hrs): 1.00 BY Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs):' 2.00 St. Lucie county 82013��vard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Activity Record Clien I Ryan Homes y 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Proje t: Oakland Lake Subdivision Lot 10 5356 Oakland Lake Circle Permit No 48fl6;_ 8Q 0;36;gort Pierce, St. Lucie County, FL F .Date I f Activity: Wednesday, 01 August, 2018 Technician: Cliff Cherrnay As re �ested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earth irk testing for the House pad. While n site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad. A I 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 ntractor was notified of the test results or a copy was left for their records. DES Project No.: 2 9UNIVERSAL Date Typed: August 08,2018. ENGINEERING SCIENCES Consultants In: Geotechnical.Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Bre,i rd 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 10 5356 Oakland Lake Circle Permit No 1806-0803, Fort Pierce, St. Lucie, County, FL AS req sted, Universal Engineering Sciences, Inc. (UES) representatives) performed construction materials testing and/or field insl' ection services on the above project. Testing results and/or inspection observations are reported on the attached sheetsIThe contents of this package are summarized below: Scope of Work Work Order No. I Date I Type of Report 992 4-1 1 08/01/2018 In -Place Density Test Report w/Activity Record We ho a this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the un rsigned. Sincerely, Universal Engineering Sciences, Inc. 1li1lj�rl Certificate of Authorization No.00000549 ,��'"�� Richard E. ti y rs . Hoaglin, P.E. 2018.08.08 t tC.� 4, 17 6 � --16:28:32 r ' -04'00' L7 5w�4 (.;.,.., Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 Attach ents (1) ' 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. a icc E il: cbugg@nvdnc.com; elibrihi@nvdnc.com; jomcaili@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, IL 32966 Revised May 2016 UNIVERSALUUES ES DOCS Noo: 0310.1700251.0019 ENGINEERING SCIENCES UES Report No: 99274-1 DT 080118 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Q820Bre rd Avenue, Rockledge, FL 32965 - 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 Projec : Oakland Lake Subdivision Lot 10 5356 Oakland Lake Circle Permit No 1806-0803, Fort Pierce, St. Lucie County, FL Area sted: House pad Type o Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/01/2018 Lab: ASTM D1557 Modified Proctor Techn cian: Cliff Cherrnay Requi I'ements: 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 N Test 0-1 ft 12.00 21143 113.6 11.8 99 A 2 N E Test 0-1 ft 12.00 21143 114.4 11.7 99 A 3 S,jE Test 0-1 ft 12.00 21143 112.0 12.2 97 A 4 SI Test 0-1 ft 1 12.00 1 21143 114.1 13.2 99 A (1) Of. Datum: 0 = Top of Final Grade (3) Comments Key (2) Maximum Optimum A. Compaction meets min. requirements Proctor Dry Moisture B. Compaction does not meet min. requirements # Density Content C. Moisture does not meet requirements J 21143 115.0 12.0 D. Recompaction required E. Recomoacted. Retested. Meets Reauirements