Loading...
HomeMy WebLinkAboutMOISTURE DENSITY TEST 3-28-18QUEST Consulting Engineering Testing Moisture -Density Relationship Test Client Rubin Custom Homes, LLC 4253 SW Meadows Highway Palm City, FL 34990 :--CANNEL' Date 2/19/2018 Project McCoy Residence BY Report No. J-18021.002 12774 Mariner Court 6t Lucie Count, Palm City, Florida Sample Description Brown to Gray SAND with Some Small Rock=RECEIVEDSample Location SW Area of Project Site - Stockpile Moisture Content Dry Density (%) (Pcf) Max. Dry Density (pcf) 114.6 10.9 112.9 Opt. Moisture (%) :' 1'2.8 12.8 114.6 14.9 113.6 Proctor Test Modified Method D 1557 Technician WF Remarks 114.8 Moisture -Density Relationship 114.6 114.4 114.2 N a 114.0 .c 113.8 d 113.6 Z 113.4 113.2 113.0 112.8 0.0 5.0 10.0 15.0 20.0 Moisture Content (%) Sincerely, Quest Engineering Services & Testing, Inc. R Vdan, P.K Quest Engineering Services & Testing, Inc. Jupiter Ph(561)747 8886 Pompano Beach 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: McCoy Residence 12774 Mariner Court Palm City, Florida General Location Material Tested Compaction Requirement Building Pad Slab Subgrade - 1st Lift 95% Date: 02/16/18 Report No: J-18021.003 Test No. Location Depth of Test Inches Maximum Dry Density cf Moisture Content % Field Dry Density cf Compaction Results 1 SW Area 12 114.6 11.6 108.7 95% PASS 2 South @ Center 12 114.6 8.7 110.3 96% PASS 3 Center of Pad 12 114.6 11.4 109.4 95% PASS 4 North Area 12 114.6 10.9 110.5 96% PASS Remarks: JG Sincerely, Quest Engineering Services & Testing, Inc. /rJ Zof/8 R n, P.E. Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836