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HomeMy WebLinkAboutENGINEERINGA Tr '�&J &TJ k7l ml__a_�'OR, , � ENGINEERING SCIENCES Consultants In: Geotechnical Engineering a Environmental Sciences II Geophysical Services s Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321,638.0808 - F: 321.638.0978 /8I c�o6 UES FftNo.: 0310.1700251.0022 Da tILE ugCOPY #FcF1VE'a "ee Z 5?019 -- Construction Materials Testing Services sI c4 a meq�, FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes �I 1450 Centrepark Blvd Suite 340 SCANNED West Palm Beach, FL 33401 BY Project: Oakland Lake Subdivision Lot 19 St. Lucie County 5316 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 I Work Order No. I Date I I Type of Report I199527-1 1 08/08/2018 In -Place Density Test Report w/Activity Record Welhope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the; undersigned. Sincerely, Universal EngsineeHng'Sclences, Inc. Certificate of Authorization No. 00000549 y J �I Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 I IGC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; rofingar@nvrine.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 I I. i �I U®®® 0310.1700251.®022 GESR0. -1 ARC 080818UNIVGRSAL UES 99527 ENG'NEtRING SCIENCES ®n-SiteTime (hrs):1.00 Consultants In: Geotechnical Engineering m Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services 11 Materials Testing • Threshold Inspection Travel Time (hrs): 0.50 il Building Code Administration, Compliance Inspection &Plan Review Total Time (hrs): 1.60 Brevard Aventine, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Activily Record Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 19 18 7�00©5 5316 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: Wednesday, 08 August, 2018 Technician: Cliff Chermay Asl requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House lot. Whiie on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot 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. Tf1e Contractor was notified of the test results or a copy was left for their records. b I' I I ' I } it t i 0 ON IV MORS A L �iLP ENGUNEERING SCIENCES Consultants In: Geotechnica! Engineering a Environmental Sciences I� Geophysical Services a Matefials Testing a Threshold Inspection Building Cade Administration, Compliance Inspection &. Plan Revi--,v 820 O'revard Avenue, Rockledge, FL 32958 .. P: 32,1.838.0808 - F: 321.638.0978 11 2 I� Prolgect: il Area Tested: I� Type of Test: 11 I I Technician: Requirements: it In -Place Densit+ Test Report Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 UESftct No: 0310.1700251.0022 UES DOCS No: UES (deport No: 99527-1 DT 080818 Oakland Lake Subdivision Lot 19 1 •Df70D 5316 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL House lot Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/08/2018 Lab: ASTM D1557 Modified Proctor Cliff Cherrnay 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 underlvino 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� NM Test 0-1 ft 12.00 21143 112.5 11.9 98 A 2 N/E Test 0-1 ft 12.00 21143 114.0 11.5 99 A 3 S/E Test 0-1 ft 12.00 21143 113.6 11.2 99 A 4 .I S/W Test 0-1 ft 12.00 21143 113.0 1 12.6 98 A Ref. Datum: 0 = Top of Final Grade 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 I'l This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. - ' uES Project No.: 0310.1700251.00Z< EN03// V N' V E R S A L Date Typed:, August 14, 2018 GINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection �� I �v Building Code Administration, Compliance Inspection & Plan Review [ J 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER P I RECEIVED Client: Ryan Homes 1450 Centrepark Blvd Suite 340 AUG 2 4 20% West Palm Beach, FL 33401 ST. Lucie County, Permitting Project: Oakland Lake Subdivision Lot 19 5616 Oakland Lake Circle, FortPierce, 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: Work Order No. I Date Scope of Work . Type of Report 99527-1 I 08/08/20181In-Place Density Test Report w/Activity Record J We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely;"- Univea);i ng,neering Sciences, Inc. Certif dad of 6thorizati?n'Pio..000P0 L li e Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 [CC Email: cbugg@nvrinc.com; elibdhi@nvrinc.com; iomcalli@nvrinc.com; rofingar@nvrnc.com; sign/seal MAIL to ryan home Beach, FL 32966 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services 9 Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F; L'-- project No: 0310.1700251.0022 UES DOCS No: UES Report No: 99527-1 ARC 080818 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 321.638.0978 Activity Record Client: Ryan Homes II 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 19 5616 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL of Activity: Wednesday, 08 August, 2018 Technician: Cliff Cherrnay requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of thwork testing for the House lot. ile on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project ipaction 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. 1i UES No UNIVERSAL UES DOCS No ENGINEERING SCIENCES UES Report No: Consultants In: Geotechnical Engineering- Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection,& Plan Review 820 B1�evard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 19 5616 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Tested: House lot 0310.1700251.0022 99527-1 DT 080818 of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/08/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay irements: 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. I' Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NNV Test 0-1 ft 12.00 21143 112.5 11.9 98 A 2 N/E Test 0-1 ft 12.00 21143 114.0 11.5 99 A 3 S/E Test 0-1 ft 12.00 21143 113.6 11.2 99 A 4 SNV Test 0-1 ft 1 12.00 21143 113.0 1 12.6 98 A (1) ) Ref. Datum: 0 = Top of Final Grade (2) 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 UNIVI �L j J `►SAL Date Typedt No.: August 14 250118022 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 82013irevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 19 5616 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 ���spection 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 Workl Order No. I Date IType of Report 99527-1 I 08/08/2018 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. F. No. 48796 i S.TATE OF Pliltlll Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.08.14 16:22:42 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 Eritail: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, lFL 32966 ' FILE COPY a i a ;\ L I UES PropfuL No: 0310.1700251.0022 IINIV _ I► ~ l i ' UES DOCS No: UES Report No: 99527-1 ARC 080818 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 0.50 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.50 Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 Activity Record Cli#nt: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Pro'ect: Oakland Lake Subdivision Lot 19 5616 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: Wednesday, 08 August, 2018 nician: Cliff Cherrnay As 11 requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House lot. Wh 'e on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project 1. compaction requirements of 95% of the maximum dry density per ASTM D-1557. was notified of the test results or a copy was left for their records. UNIVE,,LSAL UUES Project No: ES DOCS No: 0310.1700251.0022 ENGINEERING SCIENCES UES Report No: 99527-1 DT 080818 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 9revard 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 Project: Oakland Lake Subdivision Lot 19 5616 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Area Tested: House lot of Test: Technician: irements: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay Date of Test: 08/08/2018 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 Nod Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NMI Test 0-1 ft 12.00 21143 112.5 11.9 98 A 2 N/E Test 0-1 ft 12.00 21143 114.0 11.5 99 A 3 S/E Test 0-1 ft 12.00 21143 113.6 11.2 99 A 4 ! SMI Test 0-1 ft 1 12.00 1 21143 1 113.0 1 12.6 98 A 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.