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HomeMy WebLinkAboutMOISTURER DENSITY TEST 5-14-18. r . QuEST ��! ,Consulting Engineering Testing Lucie Moisture -Density Relationship Test Client Rubin Custom Homes, LLC Date 5/4/2018 4253 SW Meadows Highway Palm City, FL 34990 REcftvw MAY 14'yp1B Project McCoy Residence paffnitting Department Report No. J-18021.004 12774 Mariner Court St, Lucie count, Palm City, Florida Sample Description Sample Location Moisture Content Dry Density (%) (Pcf) 7.8 100.2 8.5 103.2 11.3 101.8 Proctor Test Modified Method D 1557 Technician WF Remarks Light Brown and Gray SAND SW Area of Project Site - Stockpile Max. Dry Density (pcf) 103.2 Opt. Moisture (%) 8.5 Moisture -Density Relationship 103.5 103.0 102.5 U C a 102.0 .y C 0 101.5 z 0 101.0 100.5 100.0 0.0 2.0 4.0 6.0 8.0 10.0 12.0 Moisture Content (%) Sincerely, Quest Engineering Services & Testing, Inc. J 7 PJean P.E. // Quest Engineering Services & Testing, Inc. Jupiter Ph(561)747 8886 Pompano Beach Ph(954)582 9800 Fax(954)582 9836 QuEST Client: Rubin Custom Homes, LLC 4253 SW Meadows Highway Palm City, FL 34990 Attention: Mr. Steve Rubin Project: McCoy Residence 12774 Mariner Court Palm City, Florida Consulting Engineering SOIL COMPACTION TEST REPORT Date: 05/03/18 General Location Material Tested Compaction Requirement Building Pad Slab Subgrade - 3rd Lift 95% Report No: J-18021.005 Testing Test No. Location Depth of Test Inches) Maximum DryDensity (Pcf) Moisture Content (% Field DryDensity cf Compaction Results 1 SW Area 12 103.2 21.8 92.4 90% FAIL 2 SE Area 12 103.2 18.8 96.5 94% FAIL 3 Center Area 12 103.2 11.4 99.4 96% PASS 4 NW Area 12 103.2 16.7 97.4 94% FAIL Remarks: Sincerely, Quest ngineering Servic s & Testing, Inc. JG R J dan_ P_E_ �� ?�/V Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836 QUEST Client: Rubin Custom Homes, LLC 4253 SW Meadows Highway Palm City, FL 34990 Attention: Mr. Steve Rubin Project: McCoy Residence 12774 Mariner Court Palm City, Florida Consulting i� Engineering SOIL COMPACTION TEST REPORT Date: 05/07/18 Testing Report No: J-18021.006 General Location Building Pad Material Tested Slab Subgrade - 3rd Lift (RETESTS from 5/3/18) Compaction Requirement 95% Test No. Location Depth of Test Inches Maximum Dry Density cf Moisture Content % Field Dry Density cf Compaction Results 1 SW Area 12 103.2 14.2 99.9 97% PASS 2 SE Area 12 103.2 18.0 98.3 95% PASS 3 Center Area 12 103.2 10.4 101.3 98% PASS 4 NW Area 12 103.2 13.8 102.4 99% PASS 5 NE Area 12 103.2 16.2 99.1 96% PASS Remarks: Sincerely, Quest Engineering Services Testing, Inc. JG RerJLd E.�// �('J Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836