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Home My WebLink AboutFIELD - LABORATORY REPORTUES ect UNIVERSAL Dat Typed: "o Jan ary02, 201935 ENGINEERING SCIENCES Consultants eophy icalrc rvices-Mat ruin Tedng• EnvironmentI Silences �I LE COPY i Geophysical Services •Materials Testing • Thresh old inspe4ion Building Code Administration, Compliance Inspection 8, plan Review 820 Brevaid 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 `Q West Palm Beach, FL 33401 C'gNfvF- O Project: Oakland Lake Subdivision Lot 2 St�I/C.ieY 5210 Oakland Lake Circle, Fort Pierce, St Lucie County, FL a As requested, Universal Engineering Sciences, Inc. (UES) representaves) performed construction materials testi County tiand/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 Data I Type of Report 104854;1 1 12/2812018 In -Place Density Test Report wlActivity Record We hopethis 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. ,S�,tlltlflft: r, fr Certificate of Authorization No. 00000549 E..yri �Fiy Richard E. C• ••��cENSF•=4G�; Hoaglin P.E. iVO.48796 •� ^ 2019.01.03 15:15:38 '• :STATE OF ' Jr�-05'00' O'�. •:�ORA7A . �� JAN 2 2 2019 til14U1>> Richard E. Hoaglin, P.E. Per mjttin FLORIDA g L)e Professional Engineer No. 48796 St. Lucie Partrnent County, FL This item has been eledranicallysignedandsealedby Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies ofthis document are not consiolered signed and seatedand the signature must be verified on any electronic copies. ICC Email:cbugg@jnvrinc.com; eiibdht@nvdno.com: Imhoff, Bryan [BIMHOFF@nvrinc.com); jomcalll@mvinc.com; rcfingar@rrvdnQWm; stgNseal MAIL to ryan homes at 1777 Wiilows Square, Vero Beach, FL 32966 1' ..T 1g//-6S UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering s Environmental Sciences Geophysical Services o Materials Testing , Threshold Inspection Building Code Administration, Compliance Inspecdon & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 UES Project No: 0310.1700251.0036 UES DOCS No: UES Report No: 104854-1 ARC 122818 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.60 Total Time (hrs): 1.50 Project, Oakland Lake Subdivision Lot 2 5210 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of�Activity: Friday, 28 December, 2018 Technician: Cliff Cherrnay 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: Gectechnical 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 Repo UES Project No: 0310.1700251.0035 UES DOCS No: UES Report No: 104854-1 DT 122818 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 2 5210 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Area Telsted: House pad Type ofiTest: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 12/28/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Chermay Requirements: 96% of Proctor maximum dry density. These tests apply to the fill and/or surflcial 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 NIT test 0-1 it 12.00 21180 109.7 11.6 98 A 2 N/E test 0-1 ft 1200 21180 110.2 12.1 98 A 3 WE test 0-1 ft 12.00 21180 110.5 12.5 99 A 4 SM test 0-1 ft 12.00 21180 1 110.0 1 11.7 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 21180 112.0 11.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Reoompaction required E. Recompacted, Retested, Meets Requirements This fed! was penbrmed without deviation from ASTM procedures. this report shall not be reproduced, except in full, without MewMen approval of UnIvetsal Engineering sciences. U N I nILIAL ENGINEE L�..i SCIENCES Consultants In: Geotechnial Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Avenue, Rockledge, FL 32955 -P: 321.638.0808 -F: 321.638.( Construction Materials Testing L ES Project No.: 0310.1700251.0035 e d: January 02, 2019 FI0 eB 2��3 Ply 8 FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 2 5210 Oakland Lake Circle, 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 I Type of Report 104854-1 12/28/2018 1 In -Place Density Test Report w/Activity Record vve nape inls Inrormatlon Is sutriclent tor your Immediate needs. It you have any questions, please do not hesitate to contact the undersigned. Sincerely, ,' Universal Engineer"inb,Sciences, Inc. C rtifcate cif Authorization No. 00000549 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@nvdnc.com; elibrihi@nvrinc.com; Imhoff, Bryan [BIMHOFF@mmnc.com]; jomcalli@nvrinc.com; rofingar@nvdnc.com; sign/seal MAIL to ryan homes ;at 1777 Willows Square, Vero Beach, FL 32966 UNIV'-'N- 1 :w I L UES ^--'ie o: 0310.1700251.0035 LIES UES rcepo o. 104854-1 ARC 122818 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection& Plan Review On -Site Time (hrs):1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 820 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 2 5210 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 28 December, 2018 Technician: Cliff Cherrnay 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. u N tv-"0. MAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing- ThresholdInspection Building Code Mministration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 l� I Ict No: l� I 5 No: UES Report No: In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 2 5210 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Area Tested: House pad 0310.1700251.0035 104854-1 DT 122818 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 12/28/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay 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 underivinq 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/Witest 0-1 ft 12.00 21180 109.7 11.6 98 A 2 ME test 0-1 ft 12.00 21180 110.2 12.1 98 A 3 S/E hest 0-1 ft 12.00 21180 110.5 12.5 99 A 4 S/W ; test 0-1 ft 12.00 21180 110.0 11.7 98 A (1) Ref.' Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 21180 112.0 11.0 (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. i This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UES 310.1700200 UNIVERSAL Date Typed: No.: January 02, 201935 ENGINEERING SCIENCES Consultants Inc Geotechnical Engineering • Environmental Sciences ! Geophysical Services• Materials Testing • Threshold Inspection Bulldog CodeAdmin"istration, Compliance Inspection & Plan Review 820 B?evard Avenue, Rockledge, FL 32956 - 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 2 5210 Oakland Lake Circle, 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 Ober No. Data Type of Report 104854-1 12/28/2018 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 uridersioned. G�•' �,ticE,vsF •qc No 48796 ; STATE OF ; i Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2019.01.03 15:15:38 -05'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronicaSysigned and sealed by Wchard E. Hoaglin, AE using a Digital Signature. Printed copies of able document are not considered signed and sealed and the signature must be verified on any electronic copies. ICC Enlag: cbugg@nvrino.eom; eribrihi@rrvrinu.wm; Imhoff, Bryan IBIMHOFF@nvrinawm]; lomcalli@nwinamm; roflngar@nvrinc.wm; signiseal MAIL to ryan hdmes at 1777 Willows Square, Vero Beach, FL 32966 RECEIVE® JAN 0 9 2019 Permitting Department 5t. Lucie County, FL f �,—.T /S//—b. 3 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services , Materials Testing s Threshold Inspection Building Code Administration, Compliance Inspection &Plan Review UES Project No: 0310.1700251.0035 UES DOCS No: UES Report No: 104854-1 ARC 122818 On -Site Time (his): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.60 820 Brevard Avenue. Rockledne. FL 32966 - P: 321.638.0808 - R 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 2 5210 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 28 December, 2018 Cliff 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 950/6 of the mabmum dry density perASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. 1'� j /8h :P5to3 82D UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • MaterialsTesting • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1700251.0035 UES DOCS No: UES Report No: 104854-1 DT 122818 In -Place Density Test Report Clienit: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 2 5210 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Areal Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 12/2812018 Lab: ASTM D1557 Modified Proctor TechInician: Cliff Cherrnay 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 underlvinq soils below the tested depths. Test No. Location of Test Range Depth (Inch) Proctor (2) Field Dry Density (PCFy Field Moisture % % Compaction Comments (3) 1 N/W test 0-1 ft 12.00 21180 109.7 11.6 98 A 2 N/E test 0-1 it 12.00 21180 110.2 12.1 98 A 3 S/E test 0-1 it 12.OD 211BO 110.5 12.5 99 A 4 SNV test 0-1 ft 12.00 1 21180 1 110.0 1 11.7 98 A (1) I Ref. Datum: 0 = Top of Final Grade (2) Proctor # Maximum Dry Density Optimum Moisture Content 21180 112.0 11.0 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 reproduced, except to full, without the wdtten approval of Universal Engineering Sciences.