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SOIL NUCLEAR GAUGE
RECEIVED Spit Nuclear Gauge.. _Client: Re ort Date: 11/14/2018 Richard K. Davis Con: NOV 2 8 2018 Tei t Method: ASTM D 6938 P.O. Box 186 /�RNAT�oNPv Port St. Lucie Fort Pierce, FL 34954 FBPECA#493 ST. Lucie County, Permitting 607 NwCornmodity Cove Port St. Lucie, FL 34986 Phone: 772-924-35751 Fax: 772-924-3580 Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) 24 11/14/18 7894 - D1557 N/A 10.7 107.4 9.5 102.3 25 11/14/18 7894- D1557 N/A 10.7 107.4 8.9 102.7 26 11/14/18 7894 - D1557 N/A 10.7 107.4 9.7 102.4 27 11/14/18 7894- D1557 N/A 10.7 107.4 9.7 103.3 28 11/14/18 7894- D1557 N/A 10.7 107.4 8.8 102.4 29 11/14/18 7894- D1557 N/A 10.7 107.4 9.5 102.9 30 1 11/14/18 7894 - D1557 N/A 10.7 107.4 9.1 102.5 31 1 11/14/18 1 7894 - D1557 N/A 10.7 107.4 8.5 102.8 Test Information Test # Test Locati _ -- Elevation Reference 24 Below Slab Gradrt St Lucie, SW side (PERMIT # 0-1 18080679) 25 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, SW side (PERMIT # 1-2 18080679) 26 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, Center area (PERMIT # 0-1 18080679) 27 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, Center area (PERMIT # 1-2 18080679) 28 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, NE side (PERMIT # 0-1 79) 29 Below Sllaa Below b Grade: 18601 Tranquility Base Ln, Port St Lucie, NE side (PERMIT # 1-2 18080679) 30 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, South Apron (PERMIT # 0-1 18080679) 1 31 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, South Apron (PERMIT # 1-2 Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. 25, 27, 29, 31: 1-2 HCP=40+, > 95 % Compaction, PASS. HCP tests /kIA17/8dg- 0679 Richard K. Davis Construction Corporation 2018 Master Agreement Various Locations ISCANNED FL �y AA 1 By Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 12 95 95/105 Pass 12 96 951105 Pass 12 95 95/105 Pass 12 96 95/105 Pass 12 95 95/105 Pass 12 96 95/105 Pass 12 95 95/105 Pass 12 96 95/105 Pass Gauge Make / Model / SN / Calibrated Field Technician Troxler / T3430 / 34784 / Evans, Amber Troxler / T3430 / 34784 / Evans, Amber Troxler / T3430 / 34784 / Evans, Amber Troxler / T3430 / 34784 / Evans, Amber Troxler / T3430 / 34784 / Evans, Amber Troxler / T3430 / 34784 / Evans, Amber Troxler / T3430 / 34784 / Evans, Amber Troxler / T3430 / 34784 / 1 Evans, Amber RECENED NOV 2.8 7018 permitting Department Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. St. Luce Cuu Page 1 of 2 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. .. , a 0 Gauge Report Date: 11/14/2018 Richard K. Davis Construction Corporation 18-463�00 ,'FRNAT�NPv Test Method: ASTM D 6938 P.O. Box 186 Richard K. Davis Construction Corporation 2018 Port St. Lucie Fort Pierce, FL 34954 Master Agreement FBPECA#4930 Various Locations 607 NW Commodity Cove FL Port St. Lucie, FL 34986 Phone: 772-924-3575 1 Fax: 772-924-3580 Test Results Optimum Maximum In Place In Place Probe Min/Max Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test # Of Date Proctor ID Method Classification N (pcf) N (pcf) (in) Compaction N Remark 32 11/14/18 7894 - D1557 N/A 10.7 107.4 9.6 102.2 12 95 95 / 105 Pass 33 11/14/18 7894 - D1557 N/A 10.7 107.4 9.7 103.1 12 96 95 / 105 Pass 34 1 11/14/18 1 7894 - D1557 N/A 1 10.7 1 107.4 1 8.7 1 102.9 1 12 1 96 1 95 / 105 1 Pass 35 11/14/18 7894 - D1557 N/A 10.7 107.4 8.5 103.2 12 96 95 / 105 1 Pass 36 11/14/18 7894 - D1557 N/A 10.7 107.4 10.0 102.5 12 95 95 / 105 Pass 37 11/14/18 7894- D1557 N/A 10.7 107.4 9.6 102.7 12 96 95 / 105 Pass Test Information Gauge Test # Test Location Elevation Reference Make / Model / SN / Calibrated Field Technician 32 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, North Apron (PERMIT # 0-1 Troxler / T3430 / 34784 / Evans, Amber 18080679) 33 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, 1-2 Troxler / T3430 / 34784 / Evans, Amber North Apron (PERMIT # 18080679) 34 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, West Apron (PERMIT # 0-1 Troxler / T3430 / 34784 / Evans, Amber 18080679) 35 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, West Apron (PERMIT # 1-2 Troxler / T3430 / 34784 / Evans, Amber 18080679) 36 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, East Apron (PERMIT # 0-1 Troxler / T3430 / 34784 / Evans, Amber 18080679) 37 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, East Apron (PERMIT # 1-2 Troxler / T3430 134784 / Evans, Amber 1 18080679) Remarks ' ' Comments ��� HN KF Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency.,Q ,. • • • - • . , NT �i i 33, 35, 37: 1-2 HCP=40+, > 95 % Compaction, PASS. HCP tests are ��GENSF •' �� emoirically correlated to the relative density of the soil. ��o 632le _ � 1/14/2018 Ke o , P.E. PfA�sinn��i�iR�er # �8 Stet3ZONAL lbrfcRIDP.G�`�� E 0\` //111111� Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 2 of 2 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. /t2FAWN©,,-z lear Project: 46 Report Date: 11/14/2018 Richard K. Davis Construction Corporation 18-4630.00 ''FRNATDaP Test Method: ASTM D 6938 P.O. Box 186 Richard K. Davis Construction Corporation 2018 Port St. Lucie Fort Pierce, FL 34954 Master Agreement ���NNED FBPECA#4930 Various Locations (CAM 607 NW Commodity Cove FL U I! Port St. Lucie, FL 34986i�)� Q���yyy,"'Rj� np�(� Phone: 772-924-35751 Fax: 772-924-3580L'IU�WJ U p Test Results Test #. Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 24 11/14/18 7894 - D1557 N/A 10.7 107.4 9.5 102.3 12 95 95 / 105 Pass 25 11/14/18 7894 - D1557 N/A 10.7 107.4 8.9 102.7 12 96 95 / 105 Pass 26 11/14/18 7894 - D1557 N/A 10.7 107.4 9.7 102.4 12 95 95 / 105 Pass 27 11/14/18 7894 - D1557 N/A 10.7 107.4 9.7 103.3 12 96 95 / 105 Pass 28 11/14/18 7894 - D1557 N/A 10.7 107.4 8.8 102.4 12 95 95 / 105 Pass 29 11/14/18 7894 - D1557 N/A 10.7 107.4 9.5 102.9 12 96 95 / 105 Pass 30 11/14/18 7894 - D1557 N/A 10.7 107.4 9.1 102.5 12 95 95 / 105 Pass 31 11/14/18 1 7894 - D1557 N/A 10.7 1 107.4 1 8.5 1 102.8 1 12 1 96 1 95 / 105 1 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 24 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, SW side (PERMIT # 18080679) 0-1 Troxler / T3430 / 34784 / Evans, Amber 25 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, SW side (PERMIT # 18080679) 1-2 Troxler / T3430 / 34784 / Evans, Amber 26 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, Center area (PERMIT # 18080679) 0-1 Troxler / T3430 / 34784 / Evans, Amber 27 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, Center area (PERMIT # 18080679) 1-2 Troxler / T3430 / 34784 / Evans, Amber 28 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, NE side (PERMIT # 18080679) 0-1 Troxler / T3430 / 34784 / Evans, Amber 29 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, NE side (PERMIT # 18080679 1-2 Troxler / T3430 / 34784 / Evans, Amber 30 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, South Apron (PERMIT # 18080679 0-1 Troxler / T3430 / 34784 / Evans, Amber 31 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, South Apron (PERMIT # 18080679) 1-2 Troxler / T3430 / 34784 / Evans, Amber Remarks Comments RECEIVED ki ri t / D 9' 011451 Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is ted as "Backscatter". Gauge calibration data on file with the testingagency. 25, 27, 29, 31: 1-2 HCP=40+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative densitv of the soil. ST. Lu>rfe e✓ebril:ir; P�ri�filt£111tai . Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 1 of 2 Soil Nuclear Gauge Client: Report Date: 11/14/2018 Richar K-DavissConstrucfion Corporation —-18=4630 00 �y'Nnno�'".. Test Method: ASTM D 6938 P.O. Box 186 Richard K. Davis Construction Corporation 2018 Port St. Lucie Fort Pierce, FL 34954 Master Agreement FBPECA#4930 Various Locations 607 NW Commodity Cove FL Port St. Lucie, FL 34986 Phone: 772-924-3575 1 Fax: 772-924-3580 Test Results Optimum Maximum In Place In Place Probe Min/Max Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test # Of Date Proctor ID Method Classification N (pcf) N (pcf) (in) Compaction N Remark 32 11/14/18 7894 - D1557 N/A 10.7 107.4 9.6 102.2 12 95 951105 Pass 33 11/14/18 7894- D1557 N/A 10.7 107.4 9.7 103.1 12 96 95 / 105 Pass 34 11/14/18 7894 - D1557 N/A 1 10.7 107.4 8.7 102.9 12 96 95 / 105 Pass 35 11/14/18 7894 - D1557 N/A 10.7 107.4 8.5 103.2 12 96 95 / 105 Pass 36 11/14/18 7894- D1557 N/A 10.7 107.4 10.0 102.5 12 95 95 / 105 Pass 37 11/14/18 7894- D1557 N/A 10.7 107.4 9.6 102.7 12 96 95 / 105 Pass Test Information Gauge Test # Test Location Elevation Reference Make / Model / SN / Calibrated Field Technician 32 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, North Apron (PERMIT # 0-1 Troxler / T3430 / 34784 / Evans, Amber 18080679 33 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, 1-2 Troxler / T3430 / 34784 / Evans, Amber North Apron PERMIT # 18080679 34 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, West Apron (PERMIT # 0-1 Troxler / T3430 / 34784 / Evans, Amber 18080679) 35 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, West Apron (PERMIT # 1-2 Troxler / T3430 / 34784 / Evans, Amber 18080679) 36 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, East Apron (PERMIT # 0-1 Troxler / T3430 / 34784 / Evans, Amber 18080679) 37 Below Slab Grade: 18601 Tranquility Base Ln, Port St Lucie, East Apron (PERMIT # 1-2 Troxler / T3430 / 34784 / Evans, Amber 18080679) Remarks Comments KENO'//,gackscattr" Pass: Tests results comply with specifications Tests"Direct(Method fath ited as ewith Gauge calibration data on the testing agency. 004 33, 35, 37: 1-2 HCP=40+, > 95 % Compaction, PASS. HCP tests are�,ICEN$F' . empirically correlated to the relative density of the soil. �06;3� I i/14/2018 K t, P.E. �; Fsi �%ona i�Ager # 18 St.;&,*S{6ric RIDP, �C�, !0NA1- IE \\\ Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 2 of 2 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.