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HomeMy WebLinkAboutENGINEERING.• a I UNIVERSAL sCAiIQ��pedt No.: August 14, 2018 20 ENGINEERING -SCIENCES BY Consultants -In: Geotechnical Engineering • Environmental Sciences St, Lucie County Geophysical Services- Materials �Testing' • Threshold Inspection � � a 9 U007 Building Code Administration, Compliance Inspection & Plan'Review J 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE REct1V1:D Client: !Ryan Homes AUG 31 2010 1 1450 Centrepark Blvd Suite 340 Permitting De I� West Palm Beach, FL 33401 St. Lucie County i Project:. ! Oakland Lake Subdivision Lot 09 115360 Oakland Lake Circle Permit No 1807-0003, 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: I' Scope of Work Work Order No. Date IType of Report 99526-1 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. r�3 FILE COPS' Sincerely, Universal Enginpering Sciences, Inc. Certificate-bf Author)-1, Lion No;;90000549 4 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 [CC Email cbugg@nl ri, a-com; elibrihi@nvdnc.com; jomcalli@nvrine.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 11 f UES . ,.- ect No: 0310.1700251.0020 UES DOCS No: UNIVL­J_0.�_AI. UES Report No: 99526-1 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): 0.25 Building Code Administration, Compliance lnspecbpn:&PlarrReview Total Time (hrs): 1.25 820 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: I Oakland Lake Subdivision Lot 09 Ji 5360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL Date of Activity: Wednesday, 08 August, 2018 Technician:1 Cliff Cherrnay As requested,16 Universal. Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House lot. 1 While 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. rThe Contractowas notified of the test results or a copy was left for their records. I i 820 Brevard u N t��RsA� ENGINEERING SCIENCES Consultants In: Geotechnical Engiheering • Environmental Sciences Geophysical.5ervices • MaterialsTestin44 Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review ue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Client: Project: Area Tested: Type of Tes I, Technician: I� Requirements: In -Place Density Test Report Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 UES Project No: UES DOCS No: UES Report.No: 0310.170025/1.0020 99526-1 DT 080818 Oakland Lake Subdivision Lot 09 5360 Oakland Lake Circle Permit No 1807-0003, 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 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/W Testl 0-1 ft 12.00 21143 113.4 11.8 99 A 2 N/E Test 1 0-1 ft 12.00 21143 114.0 12.2 99 A 3 S/E Test 0-1 ft 12.00 21143 112.3 11.7 98 A 4 S/W Testli 0-1 ft 12.00 21143 114.1 11.5 99 A (1) Ref. Daf um: 0 = Top of Final Grade (2) !J Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 (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