The URL can be used to link to this page

Home My WebLink AboutENGINEERING' J W L� I UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Thteshold Inspection Building Code Administration, Compliance Inspelction & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.08018 - F: 321.638.0 UES Project No.: 0310.1700251.0010 Date Typed: May 04, 2018 SCANNED BY r Construction Materials Testing Services F FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes RECEIVED 1450 Centrepark Blvd Suite 340 JUL 3 West Palm Beach, FL 33401 2018 Project: Oakland Lake Subdivision Lot 70 ST- WOO County, Permitting ,Fort Pierce, St. Lucie County, —FT- As requested, Universal Engineering Sciences, Inc. (UES representatives) 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 96108-1 1 04/23/2018 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 Engineerip 'Sq ences, Inc. Certificate of Authorization No. 00000549 . 1 4 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 I 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. I ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign adn seal to ryan homes I i U, s"Project No: 0310.1700251.0010 UNIVERSAL UES DOCS No: UES Report No: 96108-1 ARC 042318 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: GeotechnicalEngineeiing • Envir nmental Sciences Lab Time (hrs): 0.00 Geophysical Services • (Materials Testing Thr shold Inspection. Travel Time (hrs): 0.25 Building Code Administration, Compliance Inspe Lion & Plan Review Total Time (hrs): 0.75 820 Brevard Avenue, Rockledge, FL 32966 - P: 321. 38.0808 - F: 321.638.0978 Client: Ryan Homes 1450 Centrepark Blvd Suite 34C West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 7 ,Fort Pierce, St. Lucie County, F Date of Activity: Monday, 23 April, 2018 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technici earthwork testing for the House pad. While on site, the technician observed the general condith pad. All test(s) were performed in accordance with the AS project compaction requirements of 95% of the maximum n was present at the above referenced project site for the purpose of of the areas to be tested and performed 4 density test(s) for House I D-6938 Nuclear Gauge Method and were found to meet the density per ASTM D-1557. The Contractor was notified of the test results or a copy Was left for their records. i UNIVERSAL NdENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Thr9shold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 Client: Project: Area Tested: Type of Test: Technician: Requirements: Ryan Homes 1 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 70 ,Fort Pierce, St. Lucie County, FL House pad Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay UES Project No: 0310.1700251.0010 UES DOCS No: UES Report No: 96108-1 DT 042318 Date of Test: 04/23/2018 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 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 N/W Test 0-1 ft 12.00 21235 113.5 12.0 98 A 2 WE Test 0-1 ft 12.00 21235 112.5 10.6 97 A 3 S/E Test 0-1 ft I 12.00 21235 114.4 11.6 99 A 4 S/W Test 0-1 ft 12.00 21235 111.6 12.2 96 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 (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. -n r �_- V UN'IVER ENGINEERING SI Consultants In: Geotechnical Engineering • Ei Geophysical Services • Materials -Testing • Building Code Administration, Compliance In: 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0 Construction FIELD AND LABOI Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 70 ,Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (U field inspection services on the above project. Testing sheets. The contents of this package are summarized PAL ENCES nmental Sciences shold Inspection ion & Plan Review - F: 321.638.0978 r UES Project No.: 0310.1700251.0010 Date Typed: May 04, 2018 rials Testing Services RY REPORT COVER PAGE LRECEIVED-__ JUN 2 0 2018Lucie County, Permitting representative(s) performed construction materials testing and/or As and/or inspection observations are reported on the attached Scope of Work Work Order No. I Date I iType of Report 96108-1 1 04/23/2018 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 of Aelthorization No.- 00000549 Y , a i� . A 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 verifred on any electronic copies. ICC Email: cbugg@nvrinc.com; elibdhi@nvrinc.com; jomcalli@nvrinc.com; sign adn seal to ryan homes 0 I UNIVER UES Project No: 0310.1700251.0010 SAL UES DOCS No: UES Report No: 96108- 1 ARC 042318 ENGINEERING SCIENCES On -Site Time (hrs): 0.60 Consultants In: Geotechnical Engineering • Envirpnmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Thrgshold Inspection Travel Time (hrs): 0.25 Building Code Administration, Compliance Inspection & Plari Review Total Time (hrs): 0.76 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Client: Ryan Homes 1450 Centrepark Blvd Suite 340I West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 7( ,Fort Pierce, St. Lucie County, FI Date of Activity: Monday, 23 April, 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. r i i lJ N l V� E R S A L UES DOCS Noo: 0310.1700251.0010 ENGINEERING SCIENCES UES Report No: 96108-1 DT042318 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 Client: Project: Area Tested: Type of Test: Technician: Requirements: Ryan Homes 1450 Centrepark Blvd Suite �340 West Palm Beach, FL 33401II Oakland Lake Subdivision Lbt 70 ,Fort Pierce, St. Lucie County, FL House pad Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 04/23/2018 Lab: ASTM D1557 Modifield Proctor Cliff Cherrnay 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 underlyinq 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 NNV Test 0-1 ft 12.60 21235 113.5 12.0 98 A 2 WE Test 0-1 ft 12.00 I 1 21235 112.5 10.6 97 A 3 S/E Test 0-1 ft 12.00 21235 114.4 11.6 99 A 4 SNV Test 0-1 ft 12.00 21235 111.6 12.2 96 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 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.