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HomeMy WebLinkAboutSoil Test U1tC'�tC'IC r Professional Service Industries,Inc. Report No: FDR'0772925-2 2000 Avenue P,Suite 16 '"--: Riviera Beach,FL 33404 Issue No: 1 Eng Certificate Of Authorization 3684 -- Phone:(561)844-2404 These test results apply only to the specific locations and materials noted and may j M-• �- - Fax:(561)844-2474 not represent any other locations or elevations.This report may not be reproduced, except in full,without written permission by Professional Service Industries,Inc.If a non-compliance appears on this report,to the extent that the reported , Field Density Test Report non-compliance impacts the project,the resolution is outside the PSI scope of engagement. � i Client: VERDAD REAL ESTATE CC:CONNOLLY REED ERIN OGUNSUA 1211 S.WHITE CHAPEL BLVD NOREEN MCGINTY SOUTHLAKE, TX 76092 VALERIE O'HARE i I Project: POPEYE'S,FORT PIERCE,FL CS FORT PIERCE,FL Approved Signatory:Morgan Brown(Engineering Tech IV) Date of Issue: 21102020 Testing-Detaiis Tested By: Gabriel Rodriguez Date Tested: 2/6/2020 Field Methods: ASTM D 6938 Gauge Type: Troxler Test Mode: Direct Transmission Model Number: 3440 Standard Count: Density: 2112 Serial Number: 63836 Standard Count: Moisture: 641 Prop-tor Information Sample ID Supplier Material Method MDD OMC(%) (Iblft) 0772925-3-S1 On Site. Brown Fine Sand AASHTO T 180 113.8 10.7 Test Results Test Proctor Sample ID Probe Wet Density Moisture OMC Var Dry Density Comp(%) Comp Spec Results No. Depth (lb/fta) Content(%) (lb/fta) (°/a) (in.) 1 0772925-3-Sl 12 129.1 15.7 +5.0 111.6 98.1 >95 A 2 0772925-3-S1 12 125.1 9.1 -1.6 114.7 100.8 >_95 A 3 0772925-3-Sl 12 126.3 9.8 -0.9 115.0 101.1 >_95 A 4 0772925-3-Sl 12 126.8 9.3 -1.4 116.0 101.9 >_95 A 5 0772925-3-Sl 12 122.8 9.6 -1.1 112.0 98.4 >_95 A 6 0772925-3-Sl 12 122.5 9.9 -0.8 111.5 98.0 >_95 A Locatidn- General Location: Footers for Main Structure Walls Test Location Material/Layer No. 1 East Side Footers Backfill 2 East Side Footers Backfill 3 East Side Footers Backfill 4 West Side Footers Backfill 5 West Side Footers GAtN'� it, Backfill 6 West Side Footers ems` ���• /Cr(j >'>` Backfill w M �j7a 3•" Comments egend OMC=Optimum Moisture Content MDD=Maximum Dry Density i A=TEST RESULTS COMPLY WITH SPECIFICATION I Form No:110244,Report No:FDR:0772925-2 ©2000-2018 QESTLab by SpectraQEST.com Page 1 Of 1 j F U1tC'�tC'k r, Professional Service Industries,Inc. Report No: FDR:0772925-4 2000 Avenue P,Suite 16 f.7T Riviera Beach,FL 33404 Issue No: 2 1 ,s 161.-- Eng Certificate Of Authorization 3684 This report replaces all previous issues of this report signed on 0 211 0/2 0 2 0 1 Phone: 561 844-2404 i ( ) These test results apply only to the specific locations and materials noted and may - _ - Fax:(561)844-2474 not represent any other locations or elevations.This report may not be reproduced, except in full,without written permission by Professional Service Industries.Inc.If a non-compllance appears on this report,to the extent that the reported i Field Density Test Report non-compliance Impacts the project,the resolution Is outside the PSI scope of engagement. Client: VERDAD REAL ESTATE CC:CONNOLLY REED ERIN OGUNSUA 1211 S.WHITE CHAPEL BLVD NOREEN MCGINTY SOLITHLAKE, TX 76092 VALERIE O'HARE Project: POPEYE'S,FORT PIERCE,FL CS FORT PIERCE, FL Approved Signatory:Morgan Brown(Engineering Tech IV) Date of Issue: V1012020 Testing,Details Tested By: Gabriel Rodriguez Date Tested: 1/21/2020 Field Methods: ASTM D 6938 Gauge Type: Troxler Test Mode: Direct Transmission j Model Number: 3440 Standard Count: Density: 2106 f Serial Number: 63836 Standard Count: Moisture: 638 Proctor Information Sample ID Supplier Material Method MDD OMC(%) (lb/ft') 0772925-3-Sl On Site. Brown Fine Sand AASHTO T 180 113.8 10.7 Test Results Test Proctor Sample ID Probe Wet Density Moisture OMC Var Dry Density Comp(%) Comp Spec Results No. Depth (Ib/ft) Content(%) (lb/ft') (%) (in.) I 1 0772925-3-Sl 12 115.6 6.8 -3.9 108.2 95.1 >_95 A j 2 0772925-3-Sl 12 113.8 4.6 -6.1 108.8 95.6 295 A 3 0772925-3-Sl 12 115.6 6.0 -4.7 109.1 95.9 >_95 A I 1 4 0772925-3-Sl 12 114.0 5.0 -5.7 108.6 95.4 >_95 A Location en l Geral Location: Building Pad Test Location Test Elev/Depth Material/Layer No. 1 Center of South Half 1 st Lift Backfill 2 Center of South Half 2nd Lift Backfill 3 Center of North Half 1 st Lift Backfill 4 Center of North Half 2nd Lift Backfill AN ��.�2'C' v�CENSF• �/�' No 37557CZ— �oZ` S �A4 �f�rrS�ON P- \% f<<[dt8fl66`til Comments- .Legend.. .. ..-,.. OMC=Optimum Moisture Content MDD=Maximum Dry Density A=TEST RESULTS COMPLY WITH SPECIFICATION Form No:110244,Report No:FDR:0772925-4 02000-2018OESTLab by SpectraOEST.com Page 1 of 1