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HomeMy WebLinkAboutField Density Test tntt�ft�k ' REcelveoOviera fessional Service Industries',Inc. • Report NO FDR:0772925-6 i ' r 0 Avenue P,Suite 16 Fey, Beach,FL 33404 Issue No: 1 ce 13?Q Q Eng Certificate Of Authorization 3684 Phone:(561)844-2404 These test results apply only to the specific locations and materials noted and may it tin Fax:(561)844-2474 not represent any other locations or elevations.This report may not be reproduced, I St.L '9 @pd except in full,without written permission by Professional Service Industries,Inc.If a uVe f' rt'n@nI' non-compliance appears on this report,to the extent that the reported Field Density lls t.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 SOUTHLAKE, TX 76092 VALERIEO'HARE Project: POPEYE'S,FORT PIERCE,FL CS FORT PIERCE, FL Approved Signatory:Morgan Brown(Engineering Tech IV) Dale of Issue: 2/12/2020 Testing Details Tested By: Gabriel Rodriguez Date Tested: 2/11/2020 Field Methods: ASTM D 6938 Gauge Type: Troxler Test Mode: Direct Transmission Model Number: 3440 Standard Count: Density: 2105 Serial Number: 63836 Standard Count: Moisture: 636 Proctor Information y —Sample ID -_� -J— —Supplier -- --Material Method --� MDD OMC(%o) (lb/ft') 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/ft') Content(%) (Ib/ft') (%) (in.) 1 0772925-3-S1 6 122.3 11.5 +0.8 109.7 96.4 >95 A Location _ General Location: Dumpster Pad _ Test Location Test Elev/Depth Material/Layer No. 1 Dumpster Pad 1st Lift Backfill ' Sl11iFi9y'6f7 `` PN DE I(/NSo2��� 2 •• Z.0 3 •o W W cr- OF :zm ver Comments OMC=Optimum Moisture Content MDD=Maximum Dry Density A=TEST RESULTS COMPLY WITH SPECIFICATION Form No:110244,Report No:FDR:0772925-6 • ©2000-2018 QESTLab by SpectraQEST.com • Page 1 of 1 I - lllteIftC'k sional Service Industries,Inc. Report No: FDR:0772925-2 Ca 000ofes Avenue P,Suite 16 I 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 j. �--.---' 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 1�aa da�5 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 VALERIEO'HARE Project: POPEYE'S,FORT PIERCE,FL CS FORT PIERCE, FL Approved Signatory:ry�Mor an Brown(Engineering Tech IV) Date of Issue: 2/10/2020 Testing Details Date Tested: 2/6/2020 Field Methods: ASTM D 6938Gauge Type: Troxler Test Mode: Direct TransLL itting Model Number: 3440 Standard Count: Density: 2112 Serial Number: 63836 Standard Count: Moisture: 641 Proctor Information _ 4 Sample ID S upp_lier_ i Material Method MDD OMC(%) (lb/ft-) 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 (Ib/ft3) Content(%) (lb/fta) N (in.) 1 0772925-3-S 1 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-S1 12 126.3 9.8 -0.9 115.0 101.1 >_95 A 4 0772925-3-S1 12 126.8 9.3 -1.4 116.0 101.9 >_95 A 5 0772925-3-S1 12 122.8 9.6 -1.1 112.0 98.4 >_95 A 6 0772925-3-S1 12 122.5 9.9 -0.8 111.5 98.0 >_95 A Location General Location: Footers for Main Structure W _alls 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 ®a��ttstt►tff;,0 6AN � C>;a J Backfill 6 West Side Footers Backfill v • • G �- 9 57 w OF e� Comments w`egend _ OMC=Optimum Moisture Content MDD=Maximum Dry Density A=TEST RESULTS COMPLY WITH SPECIFICATION Form No:110244,Report No:FDR:0772925-2 • ©2000-2018 QESTLab by SpectraQEST.com Page 1 of 1 If1tertcAk ofessional Service Industries,Inc. Report No: FDR:0772925-4 C} �00 Avenue P,Suite 16 ' r7 Riviera Beach,FL 33404 Issue No: 2 i l k Eng Certificate Of Authorization 3684 This report replaces all previous issues of this report signed on 02/10/2020 j Phone:(561)844-2404 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-compliance appears on this report,to the extent that the reported Field Deny sit` Test RO p O I�}` non-compliance impacts the project,the resolution is outside the PSI scope of engagement. Client: VERDAD REAL ESTATE CC: CONNOLLY REED 1211 S.WHITE CHAPEL BLVD ERIN OGUNSUANOREEN MCGINTY SOUTHLAKE, 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: 2/10/2020 Testing Details Tested By: Gabriel Rodriguez Date Tested: 1/21/2020 Field Methods: ASTM D 6938 Gauge Type: Troxler Test Mode: Direct Transmission Model Number: 3440 Standard Count: Density: 2106 Serial Number: 63836 Standard Count: Moisture: 638 Proctor Information Sample ID Supplier Material Method MDD OMC(%) (Ib/ft') 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/ft') Content(%) (Ib/ft') N (in.) 1 0772925-3-S1 12 115.6 6.8 -3.9 108.2 95.1 >_95 A 2 0772925-3-S1 12 113.8 4.6 -6.1 108.8 95.6 >_95 A 3 0772925-3-S1 12 115.6 6.0 -4.7 109.1 95.9 >_95 A 4 0772925-3-S1 12 114.0 5.0 -5.7 108.6 95.4 >_95 A Location General Location: Building Test Location Test Elev/Depth Material/Layer No. 1 Center of South Half 1st Lift Backfill 2 Center of South Half 2nd Lift Backfill 3 Center of North Half 1st Lift Backfill 4 Center of North Half 2nd Lift Backfill ���LFFFElIIIB� °`�h0 MJRGAN plc d.�9 `�PQ �GENSF• /��c No 37557 •2` S TA OF 4u4 / lrrlE441 11EIR1114tv `Comments ,Legend OMC=Optimum Moisture Content Moo=Maximum Dry Density A=TEST RESULTS COMPLY WITH SPECIFICATION Form No:110244,Report No:FDR:0772925-4 • ©2000-2018 QESTLab by SpectraQEST.corn Page 1 of 1