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HomeMy WebLinkAboutMoisture Density Relationship TestQuEST Consulting Engineering Testing Moisture -Density Relationship Test Client Rubin Custom Homes, LLC Date 11/1/2017 4253 SW Meadows Highway �� Palm City, FL 34990 NOV 0 7 2017 Project Liteplo Screen Porch Addition PERM117iNIG Report No. J-17214.002 2016 NW Laurel Oak Lane St. Lucie County, FL Palm City, Florida Sample Description Sample Location Moisture Content Dry Density (%) (pcf) 8.8 105.3 11.2 106.6 15.3 105.2 Proctor Test Modified Method D 1557 Technician JG Remarks Brown SAND SE Area of Project Site - In Situ Max. Dry Density (pcf) 106.6 Opt. Moisture (%) 11.2 Moisture -Density Relationship 106.8 106.6 106.4 106.2 a 106.0 Z 0 105.8 p 105.6 105.4 105.2 105.0 0.0 5.0 10.0 15.0 20.0 Moisture Content (%) Quest Engineering Services & Testing, Inc. Jupiter Ph(561)747 8886 Porn Ti�eering S& Testing, Inc. P.E. 9800 Fax(954)582 9836 QUEST Client: Rubin Custom Homes, LLC 4253 SW Meadows Highway Palm City, FL 34990 Attention: Mr. Steve Rubin Consulting Engineering Testing SOIL COMPACTION TEST REPORT Date: 10/31/17 Project: Liteplo Screen Porch Addition Report No: J-17214.003 2016 NW Laurel Oak Lane Palm City, Florida General Location Screen Porch Addition Material Tested Footing Subgrade / Slab Subgrade Compaction Requirement 95% Test No. Location Depth of Test Inches Maximum DryDensity cf Moisture Content % Field DryDensity cf Compaction Results Slab: 1 SE Area 12 106.6 19.9 101.4 95% PASS 2 Center 12 106.6 16.5 102.4 96% PASS 3 NW Area 12 106.6 14.8 101.8 95% PASS Footing: 4 NW Corner Column 12 106.6 12.9 102.1 96% PASS Remarks: Sincerely, Quest Engineering Se es & Testing, Inc. J Z �� JG R J ' an, P.E. Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836 QUEST Consulting Engineering Testing SOIL COMPACTION TEST REPORT Client: Rubin Custom Homes, LLC 4253 SW Meadows Highway Palm City, FL 34990 Attention: Mr. Steve Rubin Project: Liteplo Screen Porch Addition 2016 NW Laurel Oak Lane Palm City, Florida Date: 10/31 /17 Report No: J-17214.003 General Location Screen Porch Addition Material Tested Footing Subgrade / Slab Subgrade Compaction Requirement 95% Test No. Location Depth of Test Inches Maximum Dry Density cf Moisture Content % Field Dry Density cf Compaction Results Slab: 1 SE Area 12 106.6 19.9 101.4 95% PASS 2 Center 12 106.6 16.5 102.4 96% PASS 3 NW Area 12 106.6 14.8 101.8 95% PASS Footing: 4 NW Corner Column 12 106.6 12.9 102.1 96% PASS Remarks: JG Sincerely, Quest Engineering Se ices & Testing, Inc. XeJ Zin, P.E. Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836