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HomeMy WebLinkAboutLetter - Enginnering 10-19-170310.1700251.0004 NVwMRSAL Date Typed: October No.: Oct ber 06, 2017 2- ENGINEERING SCIENCES RECEIV1OCTConsultants In: Geotechnical Engineering a Environmental Sciences D DC Y 9 10'7 Geophysical Services • Materials Testing ® Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review a 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 Vog-Ih r T-TF / 16"b'—Od U 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 7 5368 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 66125-1 10/03/2017 Field Inspection Report 66196-1 10/04/2017 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 Enginedring Sciences, Inc. Certificate of Authgriation No. 00000549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 _'ES Project No: 0310.1700251.0004 UNiVERSAL UES DOCS No: UES Report No, 03-66125 ENGINEERING SCIENCES On-SiteTime(hrs): 1.00 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection & Plan Review Total Time (hm): 2.00 820 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 7 5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: 10/03/2017 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Arrived waited for rain to stop however lot was too flooded to test. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services o 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 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 U ,roject No: 0310.1700251.0004 UES DOCS No: UES Report No: 66196-1 ARC 100417 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 Project: Oakland Lake Subdivision Lot 7 5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date of Activity: Wednesday, October 04, 2017 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. "S Project UNE.IERSAL I °S DOCS Noo: 0310.1700251.0004 ENGINEERING SCIENCES UES Report No: 66196-1 DT 100517 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 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 7 5368 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/05/2017. 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 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 NM Test 0-1 ft 12.00 11211 113.0 13.8 101 A 2 WE Test 0--1 ft 12.00 11211 111.4 14.4 99 A 3 S/E Test 0-1 ft 12.00 11211 111.7 15.5 100 A 4 SM/ Test 0-1 ft 12.00 11211 110.0 16.0 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 11211 112.0 11.0 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.