Loading...
HomeMy WebLinkAboutDensity & CompactionQUEST Consulting Engineering Testing Moisture -Density Relationship Test Client Rubin Custom Homes LLC Date 9/17/2020 4253 SW Meadows Highway Palm City, FL 34990 Project Dechiaro Residence Report No. J-20343.001 1515 NW Lancewood Palm City, Florida (34990) Sample Description Sample Location Moisture Content Dry Density (%) (pcf) 8.8 103.5 10.3 104.5 11.7 106.2 12.9 104.5 Proctor Test Modified Method D 1557 Technician WF Remarks Brown SAND Center of Building Addition - Stockpile 106.5 106.0 105.5 ti 105.0 p 104.5 104.0 103.6 103.0 Max. Dry Density (pcf) Opt. Moisture (%) Moisture -Density Relationship 0.0 2.0 4.0 6.0 8.0 Moisture Content (%) 106.2 11.7 10.0 12.0 14.0 Sincerely, Quest ngineering Services & Testing, Inc. R Ja , 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: Dechiaro Residence 1515 NW Lancewood Palm City, Florida (34990) Consulting Engineering Testing SOIL COMPACTION TEST REPORT Date: 09/18/20 Report No: J-20343.003 General Location South Building Addition Material Tested Subgrade - RETESTS (From 9/15120) Compaction Requirement 95% Test Location No. Depth Maximum of Test iDry Densityi Inches cf 1 Moisture Content % Field Dry Density cf Compaction Results % 1 ! i South Area 12 106.2 11.8 106.8 101 % PASS 2 West area 12 106.2 11.9 107.1 101 % PASS 3 East Area 12 106.2 11.4 106.4 100% PASS 4 North Area 12 106.2 13.2 105.8 100% PASS 5 Center Area E i 12 106.2 12.8 106.2 100% PASS Remarks: 0 Sincerely, Quest Engineering Services & Testing, Inc. R Jav' n, P. E. Quest Engineering Services & Testing, Inc. 2737 NW 19 St., Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836