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Home My WebLink AboutSOIL NUCLEAR GAUGEI 0 0 LL Soil Nuclear Gauge Client: Project: �y Report Date: 3/21/2018 Richard K. Davis Construction Corporation 18-4630.02 xno"° Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Port St Lucie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPECA#4930 607 M commodity Cove Pot St Wde. FL U996 Phone:M-924.3575 I Fax: 772.926-3580 :. ,':; •... •:i.Test Results ..... ... ,... ... Test 4! Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pc Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 1 2/19/18 7755-DI557 N/A 13.0 100.3 8.7 97.1 12 97 951105 Pass 2 2/19/18 7755 - D 1557 N/A 13.0 100.3 9.0 99.3 12 99 951105 Pass 3 2/19/18 7755- D1557 WA 13.0 100.3 9.2 98.4 12 98 95 / 105 Pass 4 2/19/18 7755-01557 N/A 13.0 100.3 8.8 95.9 12 96 95/105 Pass 5 2/19118 7755 - D1557 NIA 13.0 100.3 8.4 98.3 12 98 95 / 105 Pass 6 211918 7755-Di5-5 NIA 13.0 100.3 8.7 9Z7 12 97 95l 105 Pass 7 2/19/18 7755-D7557 NIA 13.0 100.3 8.5 96.4 12 96 95/t05 Pass 8 2119118 7755 - D1557 NIA 1 13.0 100.3 1 8.9 96.9 12 97 1 95 / 105 Pass :>., ... .,... .. ...... ..... ..,.Test.lnformation - .. .:,; .. ......,. .. ... Test # Test Location Elevation Reference Gauge Make I Model! SN I Calibrated Field Technician 1 Below Stripped Surface: Foundation pad. Map location #1 0-1 Troxler / 3430 / 24566 / Liverman, Robert 2 Below Stripped Surface: Foundation pad, Map location #2 0-1 Troxler / 3430 124566 / Liverman, Robert 3 Below Stripped Surface: Foundation pad. Map location #3 0-1 Troxler/ 3430 / 24566 / Liverman, Robert 4 Below Stripped Surface: Foundation pad, Map location #4 0-1 Troxler/ 3430 / 24566 / Livemman, Robert 5 Below Stripped Surface: Foundation pad, Map location #5 0-1 Troxler/ 3430 / 24566 / Liverman, Robert 6 Below Stripped Surface: Foundation pad, Map loca8on #6 0-1 Troxler / 3430 / 24566 / Liverman. Robert 7 Below Stripped Sudace: Foundation pad. Map location #7 0-1 Troxler I3430! 24566 / Liverman. Robert 8 Below Strippetl Surace: Foundation pad, Map location #8 430!24566/ Troxler! 34501245667 Liverman, Robert Remarks :..Comments SCANNED RV Pass: Tests results comply with specifications Tests am *Direct Transmission' (Method A) unless probe depth is noted as -Backscatter'. Gauge calibration data on file with the testing agency. 1, 2, 3, 4, 5, 6, 7, 8: 1-2 HCP=50-. > 95 % Compaction, PASS. HCP tests are era irirall comet etl to the relative densi f he soil. _ St. Lucie County saw �• :5 U1 KIM } , Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. L' Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. I Permitting Department St. Lucie County, FL Soil Nuclear Gauge g Client: Project: G Report Date: 312112018 Richard K. Davis Construction Corporation 18-4630.02 Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Part St. Lucie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPE CA i 4930 607 M Commoday Cwe Pon St. lade, FL U986 Phore: 772424-35751 Fan: 772-924.3580 ....:: . ;..,. .... ... ,.:.... '..: :,..:.Test Results .,., ., .� .. .... .. .. .. .... . •..•.:.:..:. ..... .. Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture I%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (% Remark 9 2/19/18 7755-D1557 N/A 13.0 100.3 9.6 98.8 12 99 951105 Pass 10 2/19/18 7755 -01557 NIA 13.0 100.3 9.0 99.2 12 99 951 105 Pass 11 2/19/18 7755 - D1557 N/A 13.0 100.3 9.4 98.1 12 98 95 / 105 Pass 12 2119/18 7755 - D1557 N/A 13.0 100.3 8.2 96.3 12 96 951 105 Pass 13 2119/18 7755- D1557 NIA 13.0 100.3 8.9 97.8 12 98 951105 Pass 14 2/19/18 7755 - DIM N/A 13.0 100.3 9.6 98.4 12 98 95 / 105 Pass 15 2I19/18 7755 -D1557 NIA 13.0 100.3 9.5 96.7 12 96 95/ 105 Pass Information • .: ... - 17- ....- . . Test Test location Elevation Reference Gauge Make Model I SN l Calibrated Field Technician 9 Below Stripped Surface: Foundation pad, Map location #9 0-1 Troxler 134301245661 Liverman. Robert 10 Below Stripped Surface: Foundation pad, Map location #10 0-1 Troxler / 3430 124566 / Liverman, Robert 11 Below Stripped Surface: Foundation pad. Map location #it 0-1 Troxler / 3430 / 24566 / Liverman, Robert 12 Below Stripped Surface: Foundation pad, Map location #12 0-1 Troxler 13430 / 24566 / Liverman, Robert 13 Below Stripped Surface: Foundation pad, Map location #13 0-1 Troxler/ 3430/24566 / Liverman, Robert 14 Below Stripped Surface: Foundation pad, Map location #14 0-1 Troxler / 3430/ 24566 / Liverman, Robert 15 1 Below Stripped Surface: Foundation pad, Map location #15 0-1 Troxler 13430 / 24566 / Liverman, Robert .... ;,• ...-.: ....... .. .• .....,., : `Remarks • • ... ,..::::: ...._. .• .. ...Comments - `•.:: .. ..:,...... Pass: Tests results comply with specifications Tests are"Direct Transmission' (Method A) unless probe depth isnoted as 'Backscader'. Gauge calibration data on file with the testing agerwy. ' 9, 10, 11, 12, 13, 14. 15: 1-2 HCP=50+, > 95 % Compaction, all PASS HCP tests are enn idocorrelated o he relative density of the soit PERMIT # 1709-0183 Test Reports shall not be reproduced, except in full, without the RECEIVED MAR 2 2 2018 Permitting Department -St. Lucie County, FL n approval of GFA International Inc. .•' 1,tGENSF -� No 63218 0 24/2Q18 = .46V�, ant P_F__ __ :-)V- oDigitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. LL EWAL �. 111111110t Page 2 of 2 From: 2600 �ia7ur�n2P - � 3 18-K63o.'t 2-I�-LB 'OF. is 10 TIM 14.10 MU 0 M4VO) 03/22/2018 10:36 4#018 P.003/003 sd'rt p/�d .furd'>L� Y BsOSS TAM r (BY OtnBRsl m , a. BUILDING .WSTAI 1B LF 71 (/STO0. S'CAOBDM•14FIRELINE. 30,04O GSF kS' MIN FF/E�S NAVD OONROOnBOuMnoEMR'go INSTALLS' BO BEND / p � 1 lop, CONIRACrM rO MENO B0_TALL ITO900 OR LF 3 (aw OVER RE I'E WSTALI,f%EANDIfr DVT FS MNGJ t RIM' I NSTALL 10 LC 3 LW COyER/�E OA'E.: ...� "INSTA46•'.. e �' 14 In"siAtZ e; *t1 f :I]0.4 Nco�En RE LWEI SOL 14.1 N,4w .CB-z f - TO8111 I. I / ,M. JN 1 iNSrAlI vp� - Co I O N N'. N O 0 ��T Port St. Lucie FBPE CAF4930 607 NW Commodity Cwe Pon SL Lmle. FL 34986 Pbone: M-924.3575 I Fax: 772-924.3580 Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce ,i;3a : i:.:,:.,; ': .t �.::.,. :: •::.,, .... . , '. 3a4est Results Test# Retest Of Test Date ProcterlD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pef) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 16 311611 B 7755 - D1557 N/A 13.0 100.3 9.8 97.4 12 97 951105 Pass 17 3116/18 7755 - D1557 NIA 13.0 100.3 9.9 95.9 12 96 951105 Pass 18 3A6/18 7755-D1557 NIA 13.0 100.3 9.7 95.7 12 95 951105 Pass 19 3116/18 7755 • D1557 N/A 13.0 100.3 9.1 98.2 12 98 951105 Pass 20 3/16118 7676 - 01557 NIA 10.4 112.8 8.7 108.9 12 97 951105 Pass 21 3116118 7676 -D1557 N!A 10.4 112.8 9.1 110.3 12 98 95/105 Pass 22 3/16118 7676- D1557 NIA 10.4 112.8 8.8 110.0 12 9B 95/105 Pass 23 3116/18 1 7755-D1557 NIA 13.0 100.3 9.4 96.5 12 1 96 951105 Pass - .......: ., .-..-..: �,. est Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 16 Below Bottom of Footing: See map location 1 0.1 Troxler / 3430 / 24566 / Liverman, Robert 17 Below Bottom of Footing: See map location 2 0-1 Troxler 13430124566 / Liverman, Robert 18 Below Bottom of Footing: See map location 3 0-1 Troxler 13430 124566 / Liverman, Robert 19 Below Bottom of Footing: See map location 4 0.1 Tmxler/ 3430124566 / Liverman, Robert 20 Below Bottom of Footing: See map location 5 0-1 Troxler 13430 / 24566 / Liverman, Robert 21 Below Bottom of Footing: See map location 6 0.1 Troxler / 3430 / 24566 / Liverman, Robert 22 Below Bottom of Footing: See map location 7 0-1 Troxler / 3430 / 24566 / Liverman, Robert 23 Below Bottom of Fooling: See map location 8 0-1 Tmxler 13430 / 24566 / Liverman, Robert ;Remarks•• .,-. ...:r.... :.•�. .;... .�..:Cotnments�. ... - ..,.. •..:,, Pass: Tests results comply with specifications Tests am'Direct Transmaslon' (Method A) union probe depth is noted as 'aackscadef. Gauge callbmtIon data on file with the testing agency. 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. RECEIVE® MAR 2 2 2018 St. Lucie Cftlrft3 , FL Lg 0 0 0 O a r. O E 0 LL Soil Nuclear Gauge Client: Project: Report Date: 3/22/2018 Richard K. Davis Construction Corporation 184630.02 Ane Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Port SL Lucie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FSPE CA#4930 607 Nw Commcelly Cove Port SL Lucie. FL 34966 Phone: 772�924 3575I Fax: "2-924.3590 Results Test # Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture %) In Place Dry Density (pef) Probe Depth (in) Percent Compaction MInlMax Comp. I%) Remark 24 3116/18 7755 - D1557 NfA 13.0 100.3 9.3 97.8 12 98 95 / 105 Pass 25 3116/18 7755-D1557 N/A 13.0 100.3 9.5 97.1 12 97 95/105 Pass 26 3116118 7755 - D1557 N/A 13.0 100.3 9.8 97.6 12 97 95 / 105 Pass 27 3116118 7676 - D1557 N/A 10A 112.8 8.5 107.8 12 96 95 / 105 Pass 28 3/16/18 7676 - D1557 NIA 10.4 112.8 8.5 108.6 12 96 951105 Pass 29 3/i6/18 7676-D1557 N/A 10.4 112.1 8.2 109.8 12 97 951105 Pass ;:•. ,. ::; -:., , - ......>.•. .:Testlriformatlon .. .. ,.... , Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 24 Below Bottom of Footing: See map location 9 0-1 Troxler/ 3430124566 / Liverman, Robert 25 Below Bottom of Fooling: See map location 10 0-1 Troxler f 3430 / 24566 / Liverman, Robed 26 Below Bottom of Fooling: See map location 11 0-1 Troxler/ 34301245661 Liverman, Robert 27 Below Bottom of Fooling: See map location 12 0-1 Troxler 13430 / 24566 / Liverman, Robert 28 Below Bottom of Fooling: See map location 13 0-1 Troxler 13430 124566 / Liverman, Robert 29 Below Bottom of Footing: See map location 14 0-1 Troxler 13430 / 24566 / Liverman, Robert •Remarks :. .. ... :...: .. • , ...� , .- :... ...::Comments'. ,.: :...::... Pass: Tests results comply with specifications Tests are'DirectTransmission-(Method A) unless probe depth is noted as 'Backscatter'. Gauge Calibration data on file with the testing agency. PERMIT# 1709-0183 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. x\\\11111117,�r NoNN' KFNT •''L\GENSF •'• � No 632 8 �j3!?1•1�998 ent,fiFEiEOF :' �ej- Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verged on any electronic Copies. m MAR 2 2 2018 Permitting Department St. Lucie County, FL s'-Ca.COG-O- G.,r6 16-1%so, OZ 3-(6-1a r-cot"(�S 0 0 LL I I if: I It I. L -.-L —I--- I �� 1 I � 6m 11•. - ¢p O -' � ',� _ e • wenw I O p _ 10-2A0 41 MAR 2 2 2018 Permitting Department St. Lucie County, FL Soil Nuclear Gauge Report Date: 3/2212018 Test Method: ASTM D 6938 Ports Lucie FBPE CA # 4930 6D7 r4W COmmoeity Cove POrt St Lucie, FL 34986 Phone:T72-924-3575 I Fax: 772-924-3580 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results - Test# Retest Test Soil Optimum Moisture Maximum Dry Density In Place Moisture In Place Dry Density Probe Depth Percent Min/Max Comp. Of Date ProctorlD Method Classification (%) (pcf) N (pcf) (in) Compaction (%) Remark 45 2/28/18 7676 - D1557 N/A 10.4 112.8 4.8 112.6 6 100 98 / 105 Pass 46 2/28/18 7676 - D1557 N/A 10.4 112.8 7.5 1 110.2 6 98 98 / 105 Pass 47 2/28/18 7676 - D1557 NIA 10.4 112.8 6.9 110.3 6 98 9-8/105 Pass 48 2128/18 7676- D1557 N/A 10.4 112.8 6.9 110.6 6 98 98/105 Pass 49 2/28/18 17676 - D1557 N/A 10.4 112.8 1 5.0 1 110.9 6 98 98/105 Pass 50 2/28/18 7676-D1557 N/A 10.4 112.8 5.9 111.1 6 98 98 / 105 Pass 51 2/28/18 7676 - D1557 N/A 10.4 112.8 5.6 112.6 6 100 98 / 105 Pass 52 2/28/18 7676 • D1557 N/A 10.4 112.8 5.6 113.3 6 100 1 98/105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 45 Building Pad: See Map Location #1 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 46 Building Pad: See Map Location #2 T22 Troxler 13430 / 24566 / Smith, Johnnie 47 Building Pad: See Map Location #3 1-2 Troxler 13430124566 / Smith, Johnnie 48 Building Pad: See Map Location #4 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 49 Building Pad: See Map Location #5 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 50 Building Pad: See Map Location #6 1-2 Troxler / 3430/24566 / Smith, Johnnie 51 Building Pad: See Map Location #7 1-2 Troxler 13430 / 24566 / Smith, Johnnie 52 Building Pad: See Map Location #8 1-2 Troxler 13430 / 24566 / Smith, Johnnie Remarks Comments Pass: Tests results comply with specifications Tests am 'Direct Transmission' (Method A) unless probe depth is noted as 'Backscatter'. Gauge calibration data on file with the testing agency.- -._ SCANNED APR 7MT oll'i St. LucBY ie Countv 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: Project: GF� Report Date: 3/22/2018 Richard K. Davis Construction Corporation 18-4630.02 �raxAn �� 0 Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Port St. Luele Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FSPE CAA 4930 607" CommodHy Cwe Port St. W de, FL 34986 Phone; n2.924-3575I Fax: T/2-924-3580 Test Results Optimum Maximum In Place In Place Probe Min/Max I Retest Test I Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test # Of Date Proctor ID Method Classification N (pcf) (%) (pcf) (in) Compaction (%) Remark 53 2/28/18 7676 - D1557 NIA 10.4 112.8 6.8 110.2 6 98 98 / 105 Pass 54 2128/18 7676 - D1557 N/A 10.4 112.8 5.2 115.3 6 102 98 / 105 Pass 55 2128/18 7676 - 01557 N/A 10.4 112.8 5.3 110.9 6 98 98 / 105 Pass 56 2/28/18 7676- D1557 NIA 10.4 112.8 5.6 112.0 6 99 98 / 105 Pass 57 2/28/18 7676- D1557 NIA 10.4 112.8 6.0 110.4 6 98 98 / 105 Pass 58 2128/18 7676 - D1557 N/A 10.4 112.8 5.6 111.5 6 99 8/105 98,105 Pass 59 2/28118 7676 - D1557 NIA 10.4 112.8 5.9 111.6 6 99 98 / 105 Pass Test Information Gauge Elevation Reference Make I Model I SN I Calibrated Field Technician Test # Test Location 1-2 Troxler 13430 / 24566 / Smith, Johnnie 53 Building Pad: See Map Location #9 1-2 Troxler I3430124566 1 Smith, Johnnie 54 lBuildingPad,See Map Locafion #10 1-2 Troxler / 3430124566 1 Smith, Johnnie 55 Building Pad: See Map Location #11 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 56 Building Pad: See Map Location #12 1-2 Troxler/ 3430 / 24566 / Smith, Johnnie 57 .2 Building Pad: See Map Location #13 1-2 Troxler / 3430 / 24566 / Smith, Johnnie Building Pad: See Map Location #14 1-2 Troxler / 3430124566 / Smith, Johnnie 59 Building Pad: See Map Location #15 Remarks Comments Pass: Tests results comply with specifications Tests am'Direct Transmission- (Method A) unless probe depth is noted as 'Backscatter. Gauge calibration data on file with the testing agency. PERMIT # 1709-0183 L1cENSg •'• ' J No 66 18�_ 212038 JefYy K- p", PSTA7E OF C(/-� PraAMC1, a)Y(p@I 1J8 � i� ri`I�IAL �•� State E ///IIIIII1tt1 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. yGFi� '�Rxx�a�� Port St Lucia FBPE CA # 493D 607 NW Commodity Cove Pad St. Lucia, R 34986 Phone: 772-924-3575 1 Fax: 772-9243580 Soil Nuclear Gauge Report Date: 3/2212018 Test Method: ASTM D 6938 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture IN In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 45 2/28118 7676 - D1557 N/A 10.4 112.8 4.8 112.6 6 100 98 / 105 Pass 46 2/28118 7676- D1557 N/A 10.4 112.8 7.5 110.2 6 98 981105 Pass 47 2128/18 7676 - D1557 N/A 10.4 112.8 6.9 110.3 6 98 98 / 105 Pass 48 2/28/18 7676 - D1557 N/A 10.4 112.8 6.9 110.6 6 98 98 / 105 Pass 49 2128111 7676 - D1557 N/A 10.4 112.8 5.0 110.9 6 98 98 / 105 Pass 50 2128/18 7676 - D1557 N/A 10.4 112.8 5.9 111.1 6 98 98 / 105 Pass 51 2/28/18 7676-D1557 N/A 10.4 112.8 5.6 1 112.6 6 100 981 105 Pass 52 2/28118 7676-D1557 N/A 10.4 112.8 5.6 1 113.3 6 100 98 / 105 Pass Test Information Test III Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 45 Building Pad: See Map Location #1 1-2 Troxler 13430 124566 / Smith, Johnnie 46 Building Pad: See Map Location #2 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 47 Building Pad: See Map Location #3 1-2 Troxler 13430 / 24566 / Smith, Johnnie 48 Building Pad: See Map Location #4 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 49 Building Pad: See Map Location #5 1-2 Troxler 13430 124566 / Smith, Johnnie 50 Building Pad: See Map Location #6 1-2 Troxler / 3430 124566 / Smith, Johnnie 51 Building Pad: See Map Location #7 1 11-2 1 Troxler / 3430 / 24566 / Smith, Johnnie 52 Building Pad: See Map Location #8 1-2 Troxler / 3430 / 245fi6 / Smith, Johnnie Remarks Comments Pass: Tests results comply with specifications Tests am 'Direct Transmission' (Method A) unless probe depth is noted as 'Backscatter'. Gauge calibration data on file with the testing agency. Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. 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. Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Port St. Lucia FBPE CA#4930 607 NW Commodity Cove Port BL Lucie, FL 34986 Phone: 772-924-35751 Fax: 772-924-3580 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce , Test Results Test# Retest Of Test Date ProctorlD 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 53 2128/18 7676- D1557 N/A 10.4 112.8 6.8 110.2 6 98 98 / 105 Pass 54 2128/18 7676- D1557 N/A 10.4 112.8 5.2 115.3 6 102 98/105 Pass 55 2/28/18 7676- D1557 N/A 10.4 112.8 5.3 110.9 6 98 98 / 105 Pass 56 2/28/18 7676 - D1557 N/A 10.4 112.8 5.6 112.0 6 99 98 / 105 Pass 57 2128118 7676 - D1557 N/A 10.4 112.8 6.0 110.4 6 98 8/105 98/1 22 Pass 58 2/28118 7676 - D1557 N/A 10.4 112.8 1 5.6 1 111.5 6 1 99 1 98 / 105 Pass 59 2/28/18 7676 - D1557 N/A 10.4 112.8 1 5.9 111.6 6 1 99 1 98 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 53 Building Pad: See Map Location #9 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 54 Building Pad: See Map Location #10 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 55 Building Pad: See Map Location #11 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 56 Building Pad: See Map Location #12 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 57 Building Pad: See Map Location #13 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 58 Building Pad: See Map Location #14 1-2 Troxler 13430 124566 / Smith, Johnnie 59 Building Pad: See Map Location #15 1 11-2 Troxler 13430 / 24566 / ISmith, Johnnie Remarks Comments \ 11 I I I 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. PERMIT # 1709-0183 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. \SoNAN.KEN� No 63 2/20:18 = f nt, P E i <q S P7E OF �(/ Prof-iotl�KFbd1� ...... State Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 2 of 2 Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Port St. Lucie FBPE CA # 4930 607 NW Commodity Cove Port St. Lucie, FL 34986 Phone; 772-924.35751 Fax: 772-924-3580 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 45 2128/18 7676 - D1557 N/A 10.4 112.8 4.8 112.6 6 100 98 / 105 Pass 46 2128118 7676 - D1557 N/A 10.4 112.8 7.5 110.2 6 98 98 / 105 Pass 47 2/28/18 7676 - D1557 N/A 10.4 112.8 6.9 110.3 6 98 98 / 105 Pass 48 2/28/18 7676 - D1557 N/A 10.4 112.8 6.9 110.6 6 98 98 / 105 Pass 49 2/28/18 7676 - D1557 N/A 10.4 112.8 5.0 110.9 6 98 98 / 105 Pass 50 2/28/18 7676 - D1557 N/A 10.4 112.8 5.9 111.1 6 98 98 / 105 Pass 51 1 2/28/18 7676- D1557 N/A 10.4 112.8 5.6 112.6 6 100 98 / 105 Pass 52 2/28118 7676 - D1557 N/A 10.4 112.8 5.6 113.3 6 100 98 / 105 Pass Test Information Test# Test Location Elevation Reference Gauge Make l Model I SN I Calibrated Field Technician 45 Building Pad: See Map Location #1 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 46 Building Pad: See Map Location #2 1-2 Troxler / 3430 / 24566/ Smith, Johnnie 47 Building Pad: See Map Location #3 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 48 Building Pad: See Map Location #4 1-2 Troxler / 3430 / 24566/ Smith, Johnnie 49 Building Pad: See Map Location #5 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 50 Building Pad: See Map Location #6 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 51 1 Building Pad: See Map Location #7 i 11-2 1 Troxler / 3430 / 24566 / Smith, Johnnie 52 Building Pad: See Map Location #8 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 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. 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 Report Date: 3/2212018 Test Method: ASTM D 6938 Partst. Lucie FBPE CA # 4930 607 UW Commodity Cove Pod St Lucie, FL 34986 Phone: 772-92435751 Fax: 772-924-3580 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test# 53 Retest Of Test Date 2/28/18 Proctor ID 7676- D1557 Method Soil Classification N/A Optimum Moisture N 10.4 Maximum Dry Density (pcf) 112.8 In Place Moisture N 6.8 In Place Dry Density (pcf) 110.2 Probe Depth (in) 6 Percent Compaction 98 Min/Max Comp. N 98 / 105 Remark Pass 54 2/28/18 7676 - D1557 N/A 10.4 112.8 5.2 115.3 6 102 98 / 105 Pass 55 2/28/18 7676- D1557 N/A 10.4 112.8 5.3 110.9 6 98 98 / 105 Pass 56 2/28/18 7676- D1557 N/A 10.4 112.8 5.6 112.0 6 99 981105 Pass 57 2/28/18 7676 - D1557 N/A 10.4 112.8 8.0 110.4 6 98 98 / 105 Pass 58 2/28/18 7676 - D1557 N/A 10.4 112.8 5.6 111.5 6 99 98 / 105 Pass 59 2/28118 7676 - D1557 N/A 10.4 112.8 5.9 111.6 6 99 98 / 105 Pass Test Information Test# Test Location Elevation Reference Gauge Make /Model ISN/Calibrated Field Technician 53 Building Pad: See Map Location #9 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 54 Building Pad: See Map Location #10 1-2 Troxler / 3430 / 24566/ Smith, Johnnie 55 Building Pad: See Map Location #11 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 56 Building Pad: See Map Location #12 1-2 Troxler 13430 124566 / Smith, Johnnie 57 Building Pad: See Map Location #13 1-2 Troxler / 3430 / 24566 / Smith, Johnnie 58 Building Pad: See Map Location #14 1-2 Troxler / 3430 124566 / Smith, Johnnie 59 lBuilding Pad: See Map Location #15 1-2 Troxler / 3430 / 24566 / Smith, Johnnie Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as 'Backscetter . Gauge calibration data on file with the testing agency. PERMIT # 1709-0183 NN.K. •'' �tGENS�c''•, i No 3218 /22/2018 = Tent, PSFTEOF N``` State' / 1E 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. Soil Nuclear Gauge Client: Project: rReport Date: 3/22/2018 Richard K. Davis Construction Corporation 18-4630.02 4>AneH. Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Port St Lucie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPE CA#4930 607 NW Commodity Cove Part St Lucie, PL 34986 Phone: 772-92435751 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 %) (pcf) N (pcf) (in) Compaction (%) Remark 30 2/28118 7676 - D1557 N/A 10.4 112.8 5.6 113.6 12 101 98 / 105 Pass 31 2/28118 7676 - D1557 N/A 10.4 112.8 5.6 113.4 12 101 981105 Pass 32 2/28/18 7676 - D1557 N/A 10.4 112.8 6.4 111.8 12 99 98 / 105 Pass 33 2128/18 '7676 - D1557 N/A 10.4 112.8 6.0 112.0 12 99 98 / 105 Pass 34 1 2128/18 7676 - D1557 N/A 10.4 112.8 5.6 112.6 12 100 98 / 105 Pass 35 2128/18 7676 - D1557 N/A 10.4 112.8 5.9 111.7 12 99 98 / 105 Pass 36 2/28/18 7676- D1557 N/A 10.4 112.8 5.5 113.7 1 12 101 98 / 105 Pass 37 2/28/18 7676 - D1557 N/A 10.4 112.8 5.0 110.9 1 12 98 98 / 105 Pass • _ 'Test Information Gauge Test # Test Location Elevation Reference Make I Model I SN / Calibrated Field Technician 30 Building Pad: See Map Location #1 0-1 Troxler / 3430 124566 / Smith, Johnnie 31 Building Pad: See Map Location #2 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 32 Building Pad: See Map Location #3 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 33 Building Pad: See Map Location 94 0.1 Troxler / 3430 / 24566 / Smith, Johnnie 34 Building Pad: See Map Location #5 0-1 Troxler 13430 / 24566 / Smith, Johnnie 35 Building Pad: See Map Location #6 0-1 Troxler / 3430124566 / Smith, Johnnie 36 1 Building Pad: See Map Location #7 0.1 Troxler 13430124566 / Smith, Johnnie 37 Building Pad: See Map Location #8 0-1 _ Troxler / 3430 / 24566 / Smith, Johnnie Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission' (Method A) unless probe depth is noted as -Backscatier'. Gauge calibration data on file with the testing agency. Sc�NNFO �/,Z�l E , ?,--o St 2uCie county APR 2 RECD Page 1 of 2 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Uij�k j 8jgt%d ptlriltd COples Of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Port St. Lucie FBPE CA # 4930 607 NW C.rno i ty Cove Port St Lucie, FL 34986 Phone: 772-92435751 Fax: T12-9243580 Client: Richard K. Davis Construction Corporation 18-4630.02 P.O. Box 186 Seacoast Curb Adapters Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD Method Sol( Classification Optimum Moisture N Maximum Dry Density (poll In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 38 2128118 7676-D1557 N/A 10.4 112.8 6.4 110.2 12 98 981105 Pass 39 2/28/18 7676 - D1557 N/A 10.4 112.8 7.5 110.2 12 98 98 / 105 Pass 40 2/28118 7676 - D1557 N/A 10.4 112.8 5.4 111.9 12 99 98 / 105 Pass 41 2/28/18 7676- D1557 N/A 10.4 112.8 5.3 110.7 12 98 98 / 105 Pass 42 2128118 7676 - D1567 N/A 10.4 112.8 6.3 113.9 12 101 98 / 105 Pass 43 2/28/18 7676 - D1557 N/A 10.4 112.8 6.0 111.1 12 98 98 / 105 Pass 44 2128/18 7676- D1557 N/A 10.4 112.8 5.4 112.1 12 99 981105 1 Pass Test Information ' Test # Test Location Elevation Reference Gauge Make / Model I SN / Calibrated Field Technician 38 Building Pad: See Map Location #9 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 39 Building Pad: See Map Location #10 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 40 Building Pad: See Map Location #11 0-1 Troxler! 3430/24566 / Smith, Johnnie 41 Building Pad: See Map Location #12 0-1 Troxler 13430124566 / Smith, Johnnie 42 Building Pad: See Map Location #13 0-1 Troxler / 3430 / 24566 ! Smith, Johnnie 43 Building Pad: See Map Location #14 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 44 1 Building Pad: See Map Location #15 0-1 1 Troxler / 3430 / 24566 / Smith, Johnnie Remarks Comments Pass: Tests results comply with specifications Tests are 'Direct Transmission• (Method A) unless pmbe depth Is noted as 'Backscatter•. Gauge calibration data on file with the testing agency. ' \,\GENSF''•, �' ** No 63218 PERMIT # 1709-0183 111111\\ 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 2 of 2 Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Port St. Lucie FBPE CA# 4930 607" Commotlily Cove Port St Lucie, FL 34985 Phone: T72-924-35751 Fax: 772-924-3580 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 30 2128/18 7676 - D1557 N/A 10.4 112.8 5.6 113.6 12 101 98 / 105 Pass 31 2128/18 7676 - D1557 N/A 10.4 112.8 5.6 113.4 12 101 98 / 105 Pass 32 2128/18 7676 - D1557 N/A 10.4 112.8 6.4 111.8 12 99 981105 Pass 33 2128/18 7676 - D1557 N/A 10.4 112.8 6.0 112.0 12 99 98 / 105 Pass 34 2128/18 7676 - D1557 N/A 10.4 112.8 5.6 112.6 12 100 98 / 105 Pass 35 2128/18 1 7676 - D1557 N/A 10.4 112.8 5.9 111.7 12 99 98 / 105 Pass 36 2/28/18 7676 - D1557 N/A 10.4 112.8 5.5 113.7 12 101 98 / 105 Pass 37 2/28/18 7676 - D1557 N/A 10.4 112.8 5.0 110.9 12 98 981105 Pass Test Information Test# Test Location Elevation Reference Gauge Make Model I SN I Calibrated Field Technician 30 Building Pad: See Map Location #1 0-1 Troxler 13430 / 24566 / 1 Smith, Johnnie 31 Building Pad: See Map Location #2 D-1 Troxler / 34301245661 Smith, Johnnie 32 Building Pad: See Map Location #3 0-1 Troxler 13430 124566 / ' Smith, Johnnie 33 Building Pad: See Map Location #4 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 34 Building Pad: See Map Location #5 0-1 Troxler 13430 124566 / Smith, Johnnie 35 Building Pad: See Map Location #6 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 36 1 Building Pad: See Map Location #7 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 37 Building Pad: See Map Location #8 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 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. 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 Report Date: 3/22/2018 Test Method: ASTM D 6938 Port St Lucle FBPE CA# 4930 607 " Commodity Cove Port St Lucie, FL 34986 Phone: Tr2-924-35751 Fax:T 2-9243560 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (°70) Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (c7o) Remark 38 2/28118 7676 - D1557 NIA 10.4 112.8 6.4 110.2 12 98 98 / 105 Pass 39 2128118 7676 - D1557 NIA 10.4 112.8 7.5 110.2 12 98 981105 Pass 40 2/28118 7676 - D1557 NIA 10.4 112.8 5.4 111.9 12 99 98 / 105 Pass 41 2/28/18 7676 - D1557 NIA 10.4 112.8 5.3 110.7 12 98 98 / 105 Pass 42 2/28118 7676 - D1557 N/A 10.4 112.8 6.3 113.9 12 101 981105 Pass 43 2/28118 7676 - D1557 N/A 10.4 112.8 6.0 111.1 12 98 98 / 105 Pass 44 2128118 7676 - D1557 N/A 10.4 112.8 5.4 112.1 12 99 98 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model / SN I Calibrated Field Technician 38 Building Pad: See Map Location #9 0-1 Troxler 13430 124566 / Smith, Johnnie 39 Building Pad: See Map Location #10 0-1 Troxler / 3430/24566 / Smith, Johnnie 40 Building Pad: See Map Location #11 0-1 Troxler 13430124566 / Smith, Johnnie 41 Building Pad: See Map Location #12 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 42 Building Pad: See Map Location #13 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 43 Building Pad: See Map Location #14 - 0-1 Troxler / 3430 / 24566/ Smith, Johnnie 44 jBullding Pad: See Map Location #15 0-1 I Troxler 13430 / 24566 ISmith, Johnnie Remarks Comments Pass: Tests results comply with specifications Tests am *Direct Transmission' (Method A) unless probe depth is noted as 'Backscaher'. Gauge calibration data on file with the testing agency. �o .........!Yp'% VIGENSE ,• i ,* No 63218 PERMIT#1709-0183 - - dp nt,g/!E OF 4(/ -Z Prof nai�,Rjq%18 State/& nlnl111t 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. Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Part St Lucle FBPE CA# 4930 607 NW Commodity Cove PortSt. Wcie, FL 34986 Phone: 772-924-35751 Fax: n2-924-3580 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction MinlMax Comp. N Remark 30 2128/18 7676 - D1557 N/A 10.4 112.8 5.6 113.6 12 101 98 / 105 Pass 31 2/28/18 7676- D1557 N/A 10.4 112.8 5.6 113.4 12 101 98 / 105 Pass 32 2/28/18 7676- D1557 N/A 10.4 112.8 6.4 111.8 12 99 98 / 105 Pass 33 2/28/18 7676 - D1557 N/A 10.4 112.8 6.0 112.0 12 99 981105 Pass 34 2/28/18 7676- D1557 N/A 10.4 112.8 5.6 112.6 12 100 98 / 105 Pass N 2/28/18 7676 - D1557 N/A 10.4 112.8 5.9 111.7 12 99 981105 Pass 36 2/28/18 7676- D1557 N/A 10.4 1 112.8 5.5 113.7 12 1 101 98 / 105 Pass 37 2/28118 7676- D1557 N/A 10.4 112.8 5.0 110.9 12 98 981105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN I Calibrated Field Technician 30 Building Pad: See Map Location #1 0-1 Troxler / 3430 124566 / Smith, Johnnie 31 Building Pad: See Map Location #2 0-1 Troxler 13430 / 24566 / Smith, Johnnie 32 Building Pad: See Map Location #3 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 33 Building Pad: See Map Location #4 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 34 Building Pad: See Map Location #5 0-1 Troxler 13430 124566 / Smith, Johnnie 35 Building Pad: See Map Location #6 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 36 1 Building Pad: See Map Location #7 1 12--1 Troxler / 3430 / 24566 / Smith, Johnnie 37 Building Pad: See Map Location #8 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 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. 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 Report Date: 3/22/2018 Test Method: ASTM D 6938 Port St Lucie FBPE CA# 4930 607 NW CommodEy Cove Port St. Lucie, FL 34986 Phwe: M-924-3575I Fax: 7r2-9243560 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 38 2/28/18 7676- D1557 N/A 10.4 112.8 6.4 110.2 12 98 98 / 105 Pass 39 2/28118 7676 - D1557 NIA 10.4 112.8 7.5 110.2 12 98 981105 Pass 40 2128/18 7676 - D1557 N/A 10.4 112.8 5.4 111.9 12 99 981105 Pass 41 2/28118 7676 - D1557 N/A 10.4 112.8 5.3 110.7 12 98 981105 Pass 42 2/28118 7676 - D1557 N/A 10.4 112.8 6.3 113.9 12 101 98 / 105 Pass 43 2/26/18 7676 - D1557 N/A 10.4 112.8 6.0 111.1 12 98 98 / 105 Pass 44 2128/18 7676 - D1557 N/A 10.4 112.8 5.4 112.1 12 99 98 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 38 Building Pad: See Map Location #9 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 39 Building Pad: See Map Location #10 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 40 Building Pad: See Map Location #11 0-1 Troxler / 3430 124566 / Smith, Johnnie 41 Building Pad: See Map Location #12 0-1 Troxler / 3430 / 24566 / Smith, Johnnie 42 Building Pad: See Map Location #13 0-1 Troxler 13430 / 24566 / Smith, Johnnie 43 Building Pad: See Map Location #14 0-1 Troxler 13430 / 24566 / Smith, Johnnie 44 1 Building Pad: See Map Location #15 1 10-1 Troxler / 3430124566 ! Smith, Johnnie 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. \\ \` ` .• �\CENSF •'•.• i No 6633218 PERMIT # 1709-0183 OF 111111\\\` 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 2 of 2 N, r a 4 N k AT E°µegfi m �� f LIN SCANNED Soil Nuclear Gauge Project: Gfp BY Client: Si. Report Date: 3/22/2018 LUCIe COuf)t/rest Richard K. Davis Construction Corporation 18-4630.02 ^o�p Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Pert sL Luele Fort Pierce, FL 34954 2600 Industrial Ave 0, Ft Pierce FBPE CA # 4930 6D7 NW Commodity Cove Port St. Lucie. FL 34986 Phone: 772-92435751 Fax: 772-9243580 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction MinlMax Comp. N Remark 16 3/16/18 7755 - D1557 NIA 13.0 100.3 9.8 97.4 12 97 95 / 105 Pass 17 3/16118 7755 - D1557 NIA 13.0 100.3 9.9 95.9 12 96 95 / 105 Pass 18 3/16/18 7755 - D1557 NIA 13.0 100.3 9.7 95.7 12 95 95 / 105 Pass 19 3/16118 7755 - D1557 NIA 13.0 100.3 9.1 98.2 12 98 95 / 105 Pass 20 3116118 7676 - D1557 NIA 10.4 112.8 8.7 108.9 12 97 95 / 105 Pass 21 3/16/18 7676 - D1557 NIA 10.4 112.8 9.1 110.3 12 98 95 / 105 Pass 22 3/16/18 7676 - D1557 NIA 10.4 112.8 8.8 110.0 12 98 95 / 105 Pass 23 3116118 7755 - DI557 N/A 13.0 100.3 9.4 96.5 12 96 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 16 Below Bottom of Footing: See map location 1 0-1 Troxler / 3430 / 24566 / Liverman, Robert 17 Below Bottom of Footing: See map location 2 0-1 Troxler / 3430 / 24566 / Liverman, Robert 18 Below Bottom of Footing: See map location 3 0-1 Troxler / 3430 / 24566 / Liverman, Robert 19 Below Bottom of Footing: See map location 4 0-1 Troxler / 3430 / 24566/ Liverman, Robert 20 Below Bottom of Footing: See map location 5 0-1 Troxler / 3430 / 24566/ Livennan, Robert 21 Below Bottom of Footing: See map location 6 0-1 Troxler / 3430 / 24566 / Liverman, Robert 22 Below Bottom of Footing: See map location 7 1 10-1 Troxler / 3430 / 24566 / Livemtan, Robert 23 Below Bottom of Footing: See map location 8 0-1 Troxler / 3430 / 24566 ! Liverman, Robert Remarks Comments Pass: Tests results comply with specifications Tests am'Direct Transmission' (Method A) unless probe depth is noted as °Backscatter°. Gauge calibration data on file with the testing agency. LAPR2 REM 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 1 Soil Nuclear Gauge Client: Project: Gfp Report Date: 3/22/2018 Richard K. Davis Construction Corporation 18-4630.02 y w, ° Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Port St. Lucie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPE CA# 4930 60714W Commodity Cove Pon SL W.I., FL 34996 Phone. Tn-92435751 Fax: 772-924-3580 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 24 3116118 7755 - D1557 N/A 13.0 100.3 9.3 97.8 12 98 95 / 105 Pass 25 3/16/18 7755 - D1557 N/A 13.0 100.3 9.5 97.1 12 97 95 / 105 Pass 26 3116118 7755 - D1557 N/A 13.0 100.3 9.8 97.6 12 97 95 / 105 Pass 27 3/16/18 7676 - D1557 NIA 10.4 112.8 8.5 107.8 12 96 95 / 105 Pass 28 3/16118 7676 - D1557 N/A 10.4 112.8 8.5 108.6 12 96 95 / 105 Pass 29 3/16/18 7676 - D1557 NIA 10.4 112.8 8.2 109.8 12 97 95! 105 Pass Test Information Test# Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 24 Below Bottom of Footing: See map location 9 0-1 Troxler 13430124566 / Liverman, Robert 25 Below Bottom of Footing: See map location 10 0-1 Troxler / 3430 / 24566 / Liverman, Robert 26 Below Bottom of Footing: See map location 11 0-1 Troxler 13430 / 24566 / Liverman, Robert 27 Below Bottom of Footing: See map location 12 0-1 Troxler / 3430 124566 / Liverman, Robert 28 Below Bottom of Footing: See map location 13 0-1 Troxler 13430 / 24566 / Liverman, Robert 29 Below Bottom of Footing: See map location 14 0-1 Troxler 13430 / 24566 / Liverman, Robert Remarks Comments Pass: Tests results comply with specifications Tests am "Direct Transmission" (Method A) unless probe depth Is noted as "Backsca ter . Gauge calibration data on file with the testing agency. ocENgF••. N 63218 PERMIT # 1709-0183 d3112/2018 �y kent, f}gE OF 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 2 of 2 Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Port St Lucie "PE CA # 4930 607N Commodity Cove Port St Lucie, FL M986 Phone: T2-924-35751 Fax: T2-9243S60 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction MinfMax Comp. (e7o) Remark 16 3/16118 7755 - D1557 N/A 13.0 100.3 9.8 97.4 12 97 951105 Pass 17 3/16118 7755 - D1557 N/A 13.0 100.3 9.9 95.9 12 96 951105 Pass 18 - 3/16/18 7755 - D1557 N/A 13.0 100.3 9.7 95.7 12 95 951105 Pass 19 3/16/18 7755- D1557 N/A 13.0 100.3 9.1 98.2 12 98 95 / 105 Pass 20 3/16/18 7676 - D1557 N/A 10.4 112.8 8.7 108.9 12 97 95 / 105 Pass 21 3/16/18 1 7676 - D1557 N/A 10.4 112.8 9.1 110.3 12 1 98 95 / 105 Pass 22 3116/18 7676 - D1557 N/A 10.4 112.8 8.8 110.0 12 98 95 / 105 Pass 23 3116/18 1 7755- D1557 N/A 13.0 100.3 9.4 96.5 12 96 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 16 Below Bottom of Footing: See map location 1 0-1 Troxler 13430 / 24566 / Liverman, Robert 17 Below Bottom of Footing: See map location 2 0-1 Troxler 13430 / 24566 / Liverman, Robert 18 Below Bottom of Footing: See map location 3 0-1 Troxler / 3430 / 24566 / Liverman, Robert 19 Below Bottom of Footing: See map location 4 0-1 Troxler / 3430 / 24566 / Liverman, Robert 20 Below Bottom of Footing: See map location 5 0-1 Troxler 13430 / 24566 / Liverman, Robert 21 Below Bottom of Footing: See map location 6 0-1 Troxler / 3430 / 24566 / Liverman, Robert 22 Below Bottom of Footing: See map location 7 0-1 Troxler / 3430 / 24566 / Liverman, Robert 23 Below Bottom of Footing: See map location 8 bt Troxler / 3430 / 245661 Liverman, Robert 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 fie with the testing agency. 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 1 Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Port St Lucie FBPE CA # 4930 607 NW Commodity Cove Port SL Lude. FL 34966 Phone: R2-924-3575I Fax: 772-924-3560 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD 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. (°70) Remark 24 3116/18 7755- D1557 N/A 13.0 100.3 9.3 97.8 12 98 95 / 105 Pass 25 3116/18 7755 - D1557 NIA 13.0 100.3 9.5 97.1 12 97 95 / 105 Pass 26 3/16/18 7755 - D1557 N/A 13.0 100.3 9.8 97.6 12 97 951105 Pass 27 3/16/18 7676 - D1557 NIA 10.4 112.8 8.5 107.8 12 96 95 / 105 Pass 28 3l16/18 7676 - D1557 N/A 10.4 112.8 8.5 108.6 12 96 951105 Pass 29 3/16/18 7676-DI 557 NIA 10.4 112.8 8.2 109.8 12 97 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 24 Below Bottom of Footing: See map location 9 0-1 Troxler / 3430 / 24566 / Liverman, Robert 25 Below Bottom of Footing: See map location 10 0-1 Troxler / 3430 / 24566 / Liverman, Robert 26 Below Bottom of Footing: See map location 11 0-1 Troxler / 3430 / 24566 / Liverman, Robert 27 Below Bottom of Footing: See map location 12 0-1 Troxler / 3430 / 24566 ! Liverman, Robert 28 Below Bottom of Footing: See map location 13 0-1 Troxler / 3430 / 24566 / Liverman, Robert 29 Below Bottom of Footing: See map location 14 0-1 Troxler / 3430/24566 / Liverman, Robert 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. •``�"�oNN•.... •• �iGENSF''•. No 6 218 PERMIT#1709-0183 — rw— ,*,A`22(2 18 = 39 ^ ent,905E OF �: dlbkgL 1� ��•` 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 2 of 2 Soil Nuclear Gauge Report Date: 3/2212018 Test Method: ASTM D 6938 Pori SL Lucie FBPE CA # 4930 607 NW Commodity Cove Port St. Lucie, FL 34986 Phone:772-924 3575I Fax: n2-924-3560 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce Test Results Test # Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture (e7o) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 16 3/16/18 7755 - D1557 NIA 13.0 100.3 9.8 97.4 12 97 95 / 105 Pass 17 3/16118 7755 - D1557 NIA 13.0 100.3 9.9 95.9 12 96 95 / 105 Pass 18 3/16/18 7755 - D1557 NIA 13.0 100.3 9.7 95.7 12 95 95 / 105 Pass 19 3116/18 7755 - D1557 NIA 13.0 100.3 9.1 98.2 12 98 95 / 105 Pass 20 3116118 7676 - D1557 N!A 10.4 112.8 8.7 108.9 12 97 95 / 105 Pass 21 3/16/18 7676 - D1557 N/A 10.4 112.8 9.1 110.3 12 98 95 / 105 Pass 22 3/16/18 7676 - D1557 N/A 10.4 112.8 8.8 110.0 12 98 95 / 105 Pass 23 3116/18 7755-D1557 N/A 13.0 100.3 9.4 96.5 12 96 951105 Pass Test Information ' Test # Test Location Elevation Reference Gauge Make I Model I SN / Calibrated Field Technician 16 Below Bottom of Footing: See map location 1 0-1 Troxler / 3430 / 24566 / Liverman, Robert 17 Below Bottom of Footing: See map location 2 0-1 Troxler / 3430 / 24566 / Liverman, Robert 18 Below Bottom of Footing: See map location 3 0-1 Troxler 13430 / 24566 / Liverman, Robert 19 Below Bottom of Footing: See map location 4 0-1 Troxler / 3430 / 24566 / Liverman, Robert 20 Below Bottom of Footing: See map location 5 0-1 Troxler / 3430 / 24566 / Liverman, Robert 21 Below Bottom of Footing: See map location 6 0-1 Troxler 13430 / 24566 / Liverman, Robert 22 1 Below Bottom of Footing: See map location 7 0-1 Troxler / 3430 / 24566 / Liverman, Robert 23 Below Bottom of Fooling: See map location 8 0-1 Troxler / 3430124566 I Liverman, Robert Remarks, I I I 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. 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 g Client: Project: Report Date: 3/22/2018 Richard K. Davis Construction Corporation 18-4630.02 ,yF6N^�o+y Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Port St. Lucie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FIFE CA # 4930 607 NW Commodity Cove Part St. Luce, FL 34986 Phone:? 2-92435751 Fax: 772-924-3580 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 3/16118 7755 - D1557 N/A 13.0 100.3 9.3 97.8 12 98 951105 Pass 25 3116118 7755 - D1657 N/A 13.0 100.3 9.5 97.1 12 97 951105 Pass 26 3116118 7755 - D1557 N/A 13.0 100.3 9.8 97.6 12 97 95 / 105 Pass 27 3/16/18 7676 - D1557 N/A 10.4 112.8 8.5 107.8 12 96 95 / 105 Pass 28 3/16l18 7676 - D7557 N/A 10.4 112.8 8.5 108.6 12 96 95 / 105 Pass 29 3/16l18 7676 - D1557 N/A 10.4 112.6 8.2 109.8 12 97 95 / 105 Pass - Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 24 Below Bottom of Footing: See map location 9 0-1 Troxler / 3430 / 24566 / Liverman, Robert 25 Below Bottom of Footing: See map location 10 0-1 Troxler/ 3430 / 24566 / Liverman, Robert 26 Below Bottom of Footing: See map location 11 0-1 Troxler 13430 124566 / Liverman, Robert 27 Below Bottom of Footing: See map location 12 0-1 Troxler / 3430 / 24566 / Liverman, Robert 28 Below Bottom of Footing: See map location 13 0-1 Troxler 13430 / 24566 / Liverman, Robert 29 Below Bottom of Footing: See map location 14 0-1 Troxler / 3430! 24566 / Liverman, Robert Remarks Comments Pass: Tests results comply with specifications Tests are'Direct Transmission' (Method A) unless probe depth is noted as "Baclxscafter". Gauge calibration data on file with the testing agency. PERMIT # 1709-0183 Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. I I `\ \\t\A pV //� .•' ytCENSE''• _ No 632 6 _ 8 _ �9 ent,�IfE7E OF State�Gry�f�Gk4L Illllllll\ Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 2 of 2 Ain Pil oa P 1.L�.plr (o a ep !! rS3 �° • ��8�� ai� � 9, 0 �g 119 � 1 eg a@g °e lolli §! B P a 8 9 f P L MNOO ltl1NOZ[HOHSBNNOONtlOtlppOtlflolstlOOtl3s a3si4 a� I I aaoN I J7{ xCp „ nip II i •y •q r J�' `�' 1 _ 1 — � I •� A I E° �IPOn 1! 6 ye mp.C, \ \ F .q y��k 6 4S�ae ° \a epypy@1 q 99E56 q E C° vmvu4cl _p me pxc) I I GFp �RNATa�� Port St. Lucie FBPE CA# 4930 6D7 NW Commodity Cove Soil Nuclear Gauge Report Date: 3/21 /2018 Test Method: ASTM D 6938 Port St. Lucie, FL 34986 SCANNED Phone: 772-924.35751 Fax: 772-924-3580 SY Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: 18-4630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce St. Lucie County Test Results Test# Retest Of Test I Date ProctorlD Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture M In Place Dry Density (pcq Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 1 2/19/18 7755 - D1557 N/A 13.0 100.3 8.7 97.1 12 97 95 / 105 Pass 2 2/19/18 7755 - D1557 N/A 13.0 100.3 9.0 99.3 12 99 95 / 105 Pass 3 2/19/18 7755 - D1557 N/A 13.0 100.3 9.2 98.4 12 98 951105 Pass 4 2/19/18 7755 - D1557 N/A 13.0 100.3 8.8 95.9 12 96 95 / 105 Pass 5 2/19/18 7755 - D1557 N/A 13.0 100.3 8.4 98.3 12 98 95 / 105 Pass 6 2/19/18 7755- D1557 N/A 13.0 - 100.3 8.7 97.7 12 97 95 / 105 Pass 7 2/19/18 7755 - D1557 N/A 13.0 100.3 8.5 96.4 12 96 95 / 105 Pass 8 2119/18 7755 - D1557 N/A 13.0 100.3 8.9 96.9 12 97 1 95 / 105 1 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN I Calibrated Field Technician 1 Below Stripped Surface: Foundation pad, Map location #1 0-1 Troxler / 3430 / 24566'/ Liverman, Robert 2 Below Stripped Surface: Foundation pad, Map location #2 0-1 Troxler / 3430 / 24566 / Liverman, Robert 3 Below Stripped Surface: Foundation pad, Map location #3 - 0-1 Troxler / 3430 124566 / Liverman, Robert 4 Below Stripped Surface: Foundation pad, Map location #4 0-1 Troxler / 3430 124566 / Liverman, Robert 5 Below Stripped Surface: Foundation pad, Map location #5 0-1 Troxler / 3430 / 24566 / Liverman, Robert 6 Below Stripped Surface: Foundation pad, Map location #6 0-1 Troxler / 3430 / 24566 / Liverman, Robert 7 1 Below Stripped Surface: Foundation pad, Map location #7 1 10-1 1 Troxler / 3430 / 24566 / 1 Liverman, Robert 8 Below Stripped Surface: Foundation pad, Map location #8 0-1 Troxler 13430 124566 / Liverman, Robert 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. > 95 %Compaction, PASS. HCP tests are empirically correlated to the relative densit of the soil. to 2, 3, 4, 5, 6, 7, 8: co HCted to ` ILS� 115� D ` 0 + U V I_ APO 2 RTD 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 Nuclear Gauge Client: Project: ONA"64Soil Report Date: 3/21/2018 Richard K. Davis Construction Corporation 18-4630.02 Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Port St. Lurie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPE CA# 4930 607 NW Commodity Cove Port St. W cie, FL 34986 Phone: 72-924-35751 Fax: 772-924-3580 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pef) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 9 2/19/18 7755 - D1557 N/A 13.0 100.3 9.6 98.8 12 99 95 / 105 Pass 10 2/19/18 7755 - D1557 N/A 13.0 100.3 9.0 99.2 12 99 95 / 105 Pass 11 2119118 7755 - D1557 N/A 13.0 100.3 9.4 98.1 12 98 951105 Pass 12 2119/18 7755 - D1557 N/A 13.0 100.3 8.2 96.3 12 96 95 / 105 Pass 13 2/19/18 7755 - D1557 N/A 13.0 100.3 8.9 97.8 12 98 95 / 105 Pass 14 2/19/18 7755 - D1557 N/A 13.0 100.3 9.6 98.4 12 98 95 / 105 Pass 15 2119118 1 7755 - D1557 - N/A 13.0 100.3 9.5 1 96.7 12 96 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN I Calibrated Field Technician 9 Below Stripped Surface: Foundation pad, Map location #9 0-1 Troxler / 3430 124566 / Liverman, Robert 10 Below Stripped Surface: Foundation pad, Map location #10 0-1 Troxler / 3430 / 24566 / Liverman, Robert 11 Below Stripped Surface: Foundation pad, Map location #11 0-1 Troxler / 3430 / 24566 / Liverman, Robert 12 Below Stripped Surface: Foundation pad, Map location #12 0-1 Troxler / 3430 / 24566 / Liverman, Robert 13 Below Stripped Surface: Foundation pad, Map location #13 0-1 Troxler 13430 / 24566 / Liverman, Robert 14 Below Stripped Surface: Foundation pad, Map location #14 0-1 Troxler 13430 / 24566 / Liverman, Robert 15 1 Below Stripped Surface: Foundation pad, Map location #15 1 10-1 Troxler / 3430 / 24566 / Liverman, Robert 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. l HCP tests are 1 lt empirically icall correlated ed o the relative Compaction, density of he soil. PERMIT # 1709-0183 EN N9,663218 21/2t118 B fCent, gTAFF TE OF 7 �� P�gteAjdR�ftrp�gu er i8 State IIVJDNI 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. Soil Nuclear Gauge g Client: Project: G Report Date: 3/21/2018 Richard K. Davis Construction Corporation 18-4630.02 pO Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Potl St.5t. n L°de Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPE CA # 4930 607 NW Commodity Cove Port SL Wde. FL 34986 Phone: 772-924-3575I Fax: M-9243590 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (e/,) Remark 1 2119/18 7755 - D1557 N/A 13.0 100.3 8.7 97.1 12 97 95/105 Pass 2 2/19/18 7755 - D1557 N/A 13.0 100.3 9.0 99.3 12 99 95/105 Pass 3 2119/18 7755 - D1557 N/A 13.0 100.3 9.2 98.4 12 98 95/105 Pass 4 2/19118 7755 - D1557 N/A 13.0 100.3 8.8 95.9 12 96 95/105 Pass 5 2/19118 7755-D7557 N/A 13.0 100.3 8.4 98.3 12 98 95/105 Pass 6 2119118 7755 - D1557 N/A 13.0 100.3 8.7 97.7 12 97 951105 Pass 7 2/19/18 7755 - D1557 N/A 13.0 100.3 8.5 96.4 12 96 951105 Pass 8 2/19118 7755- D1557 N/A 13.0 100.3 8.9 96.9 12 97 95/105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 1 Below Stripped Surface: Foundation pad, Map location #1 0-1 Troxler 13430 / 24566 / Liverman, Robert 2 Below Stripped Surface: Foundation pad, Map location #2 0-1 Troxler 13430 / 24566 / Liverman, Robert 3 Below Stripped Surface: Foundation pad, Map location #3 0-1 Troxler / 3430 / 24566 / Liverman, Robert 4 Below Stripped Surface: Foundation pad, Map location #4 0-1 Troxler/ 3430 / 24566 / Liverman, Robert 5 Below Stripped Surface: Foundation pad, Map location #5 0-1 Troxler / 3430 / 24566/ Liverman, Robert 6 Below Stripped Surface: Foundation pad, Map location #6 0-1 Troxler 13430 / 24566 / Liverman, Robert 7 Below Stripped Surface: Foundation pad, Map location #7 0-1 Troxler / 3430 124566 / Liverman, Robert 8 Below Stripped Surface: Foundation pad, Map location #8 0-1 Troxler / 3430 / 24566 / Liverman, Robert Remarks Comments Pass: Tests results comply with specifications Tests am "Direct Transmission" (Method A) unless probe depth Is noted as "Backscatter". Gauge calibration data on file with the testing agency. 1, 2, 3, 4, 5, 6, 7, 111 HCP=50+, > 95 % Compaction, PASS. HCP tests are emnirically correlated to the relative density of the soil. 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 g Client: Project: Gf� Report Date: 3/21/2018 Richard K. Davis Construction Corporation 18-4630.02 Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Pod St Ludo Port 6L Lucie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPE CA# 4930 607 NW Commodity Cove Port St Lucie, FL 34966 Phone: T/2-924-3575I Fax: 772-9243560 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 9 2119118 7755 - D1557 N/A 13.0 100.3 9.6 98.8 12 99 95 / 105 Pass 10 2/19118 7755 - D1557 N/A 13.0 100.3 9.0 99.2 12 99 95 / 105 Pass 11 2/19118 7755 - D1557 N/A 13.0 100.3 9.4 98.1 12 98 95 / 105 Pass 12 2/19/18 7755 - D1557 N/A 13.0 100.3 8.2 96.3 12 96 95 / 105 Pass 13 2119118 7755 - D1557 N/A 13.0 100.3 8.9 97.8 12 98 95 / 105 Pass 14 2/19/18 7755 - Dl557 N/A 13.0 100.3 9.6 98.4 12 98 951105 Pass 15 2/19/18 7755 - D1557 N/A 13.0 100.3 9.5 96.7 12 96 95 / 105 Pass Test Information " Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 9 Below Stripped Surface: Foundation pad, Map location #9 0-1 Troxler / 3430 / 24566 / Liverman, Robert 10 Below Stripped Surface: Foundation pad, Map location #10 0-1 Troxler / 3430 / 24566 / Liverman, Robert 11 Below Stripped Surface: Foundation pad, Map location #11 0-1 Troxler / 3430 / 24566 / Liverman, Robert 12 Below Stripped Surface: Foundation pad, Map location #12 0-1 Troxler / 3430/24566 / Liverman, Robert 13 Below Stripped Surface: Foundation pad, Map location #13 0-1 Troxler 13430 / 24566 / Liverman, Robert 14 Below Stripped Surface: Foundation pad, Map location #14 0-1 Troxler / 3430 / 24566 / Liverman, Robert 15 1 Below Stripped Surface: Foundation pad, Map location #15 1 10-1 1 Troxler / 3430 / 24566 / I Livemlan, Robert Remarks, Comments _�x��,,AplI{ems. Pass: Tests results Comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth Is noted as "Backscader'. Gauge calibration data on file with the testing agency. HCP tests are m1iricall icor eaed to threlative odensi�oof he soil. I,IOENS$ •'•.. No 63218 �18 = PERMIT # 1709-0183 F — dbS� ent, SpTKTE OF Pr drl ...... g er 18 Stat0///r• /a/+gwPAL l� vv\ 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. Soil Nuclear Gauge Client: Project: Report Date: 3/2112018 Richard K. Davis Construction Corporation 18-4630.02 <yxAoo�, Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Pon St. Lacte Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPE CAC 4930 607 NW Commodity Cove Part St Lucie, FL 34986 Phone: =-924.3575 1 Fax: 772-924-3580 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (°7,) Remark 1 2/19/18 7755 - D1557 NIA 13.0 100.3 8.7 97.1 12 97 95 / 105 Pass 2 2119/18 7755 - D1557 N/A 13.0 100.3 9.0 99.3 12 99 95 / 105 Pass 3 2/19/18 7755 - D7557 NIA 13.0 100.3 9.2 98.4 12 98 95 / 105 Pass 4 2119118 7755 - D1557 N/A 13.0 100.3 8.8 95.9 12 96 95 / 105 Pass 5 2/19118 7755 - D1557 N/A 13.0 100.3 8.4 98.3 12 98 95 / 105 Pass 6 7755 - D1557 NIA 13.0 100.3 8.7 97.7 12 97 951105 Pass 7 2/12/19/18 9/18 7755 - D1557 N/A 13.0 100.3 8.5 96.4 12 96 95 / 105 Pass 8 2119/18 7755 - D1557 NIA 13.0 100.3 8.9 96.9 12 97 95 / 105 Pass Test Information Test# Test Location Elevation Reference Gauge Make l Model ISN/Calibrated Field Technician 1 Below Stripped Surface: Foundation pad, Map location #1 0-1 Troxier / 3430 / 24566 / Liverman, Robert 2 Below Stripped Surface: Foundation pad, Map location #2 0-1 Troxier / 3430 / 24566 / Liverman, Robert 3 Below Stripped Surface: Foundation pad, Map location #3 0-1 Troxier / 3430 / 24566 / Liverman, Robert 4 Below Stripped Surface: Foundation pad, Map location #4 0-1 Troxier 13430124566 / Liverman, Robert 5 Below Stripped Surface: Foundation pad, Map location #5 0-1 Troxier / 3430 / 24566 / Liverman, Robert 6 Below Stripped Surface: Foundation pad, Map location #6 0-1 Troxier / 3430 / 24566 / Liverman, Robert 7 jBelow Stripped Surface: Foundation pad, Map location #7 0-1 Troxler / 3430 / 24566 / Liverman, Robert 8 Below Stripped Surface: Foundation pad, Map location #8 0-1 Troxler / 3430 / 24566 / Liverman, Robert 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. 1, 2, 3, 4, 5, 6, 7, 8: 1-2 HCP=50+, > 95 % Compacfion, PASS. HCP tests are erri correlated to the relative density of the soil. 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: Project: Gf� Report Date: 3/21/2018 Richard K. Davis Construction Corporation 18-4630.02 'RNAPeaP Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Port St. Lucie Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce FBPE CA# 4930 607 N Commodity Cove Port St Lucie, FL 34986 Phone: 772-924-35751 Fax: 772-924-3580 Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture ' (%) Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 9 2/19118 7755 - D1557 N/A 13.0 100.3 9.6 98.8 12 99 951105 Pass 10 2/19/18 7755 - D1557 N/A 13.0 100.3 9.0 99.2 12 99 951105 Pass 11 2/19118 7755 - D1557 N/A 13.0 100.3 9.4 98.1 12 98 95 / 105 Pass 12 2119/18 7755 - D1557 N/A 13.0 100.3 8.2 96.3 12 96 951105 Pass 13 2/19/18 7755 - D7557 N/A 13.0 100.3 8.9 97.8 12 98 95 / 105 Pass 14 2119118 7755 - D1557 N/A 1 13.0 1 100.3 1 9.6 1 98.4 1 12 1 98 1 95 / 105 1 Pass 15 2119/18 7755 - D1557 N/A 13.0 100.3 9.5 96.7 12 96 95 / 105 Pass - Test Information, Test # Test Location Elevation Reference Gauge Make 1 Model / SN I Calibrated Field Technician 9 Below Stripped Surface: Foundation pad, Map location #9 0-1 Troxler / 3430 / 24566 / Liverman, Robert 10 Below Stripped Surface: Foundation pad, Map location #10 0-1 Troxler / 3430 / 24566 / Liverman, Robert 11 Below Stripped Surface: Foundation pad, Map location #11 0-1 Troxler 13430 / 24566 / Liverman, Robert 12 Below Stripped Surface: Foundation pad, Map location #12 0-1 Troxler 13430 / 24566 / Liverman, Robert 13 Below Stripped Surface: Foundation pad, Map location #13 0-1 Troxler / 3430 / 24566 / Liverman, Robert 14 Below Stripped Surface: Foundation pad, Map location #14 0-1 Troxler / 3430 124566 / Liverman, Robert 15 IBelow Stripped Surface: Foundation pad, Map location #15 1 10-1 1 Troxler 13430 / 24566 ILivernian, Robert Remarks Comments •`\ I Iec�7//', 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. ' t HCP tests are 7 empirically l call correlated to threlative odens! of hesoil. 0 ENSF •'•., No63218 *= 0 2'ff2Q18 = PERMIT#1709-0183 pFF _ to� Brit, STATE OF Pr e�i6n. f4QbmMmufeee' 8 Stat4f7/yy Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. j 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. 9Ol YIV1SN1 �_ V � •• �'c f �lr r.• � •WYN {91;6O1 - _. _. - r - .� SNnaaliiydNiW AEIj � :+'� -� . ry ` � . •` ^_' rr .... �. �7;Fvs:�s.l�lylsril C' ' ',•.? r t •;,. �� ( 9�1 ' � - _t_ � ' 3j 1.."Sy,�rSNI .�. r �(171 i •• ��' - ' . r. -. _ r , M•L ��F.9 TV -06 - � �VI1 � �S• .•3NnS (N3AOO NIW Vr , .J tlIS �Yyd 008•p y) _ ' � -_ \\ fL �t XNIANI' _ j'101 TY15NI - - ` ELA{'BM - 1 �• 1MNIV3l]Ttl1SN1 2 I'1311�b1 tlO01W �1' r Y' ` �:. `j7 ALI 1N�5. _ �. � ASNI v • .- I JI j ONims OL.tl31vm! •� 1�3w�pp Oi lIOLANtlINfYJ t ,•hv. �3ttN OFtl01AVN{flOA MyNS NItN 'oX' O{'£131. ,dSO OVO'AB I{ E"• Ol 'W7$a: 0191 da + •. (a3nOJ NIW JICJ ..y UIJO'LS.J) NO]Ui3J30,L . e. _ •3Nn 3eld n:ao oofi o.9 - ' • ONIQllne • r x G ' Isr�N OAeiyyyrp �.XPh . • , - � -- - .. - -.' 901idlANI7.' . :AyYQN(IOB., 8l 'nwmfF'r/dt�P' lo'OE`�}7-81 �°v fbp4,r0c°'� 0092 Port St. Lucie FaPE CA 04930 607 NW Commod9y Cove Pon 5t. Woe. FL U996 Pnone: 17P-924.35751 Fax: 772 924-3560 Soil Nuclear Gauge Client: Project: Report Date: 10/1912018 Richard K. Davis Construction Corporation 184630.02 Test Method: ASTM D 6938 P.O. Box 180 Seacoast Curb Adapters Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce Test Results Test# Retest Of Test Date ProctorlD Method Soil Classification Optimum Moisture 1%) Maximum Dry Density pcf) In Place Moisture % In Place Dry Density p Probe Depth in Percent Compaction Min/Max Comp. (% Remark 65 10/9118 8466-LBR N/A 11.0 113.9 9.7 111.9 8 98 98/105 Pass 66 10/9/18 8466-LBR N/A 11.0 113.9 9.3 112.4 a 99 981105 Pass 67 10/9118 8466 - LBR N/A 11.0 113.9 9.3 112.3 8 99 981105 Pass 68 10/9/18 8466- LBR NIA 11.0 113.9 9.4 112.2 8 99 981 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make I Model I SN / Calibrated Field Technician 65 Subgrade: 2600 Industrial Avenue #3 Map Location 1 0.8 Troxler / 3430 / 24566 / Presson, Thomas 66 Subgrade: 2600 Industrial Avenue#3 Map Location 2 0-8 Troxler 13430 124566 Presson, Thomas 67 Subgrade: 2600 Industrial Avenue #3 Map Location 3 0-8 Troxler / 34301245661 Presson, Thomas 68 Subgrade: 2600 Industrial Avenue #3 Map Location 4 0-8 Troxler 13430 124566 / Presson, Thomas Remarks Comments S, Cq��/�p p`i Pass: Tests results Comply with specifications Tests are'Direct Transmission (Method A) unless probe depth is noted as 'Sackscattef'. Gauge calibration data on file with the testing agency. RECEIVED �GA�Si�y CTES' Or.T 2i2 2018 STLUCiEEOt3i�=?t3 DD?GD ON PrmeriewedNot I compllan +erml ng Department Beviewedi3y' 5t. Lucie County , i Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Jt.L r uCie C \v1t111111/„/� °unty �•' LICENSE'• i No63= E.-- -- .'.SUS ,� �IVHL I;IIv 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 1 o>x s� r ppr�e�yy '7"'"`' -a'� •— ,,.�^o_ GM TIIUOY'MY1 / • � Lr N .a u�..�s� Y — — ♦��— — ...cur � — — o 'm - I � ON3D31 • `�I ll ell Ilj �� Il: ill ' I I ...,,.,ram II I _-.._..e....... a ,a J O 0 ®RO P.Ast Luck (L FSPE CA#4930 607 MY Cam ty Cove PM St LUCe. FL M986 O Mwe: 772-92435751 Fax: 772-924.3590 Soil Nuclear Gauge Report Date: 3/22/2018 Test Method: ASTM D 6938 Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 1114630.02 Seacoast Curb Adapters 2600 Industrial Ave #3, Ft Pierce .....:.... ..... . .... .:....:: ...-.-..;;. ., ..::TeatResults. Test# Retest of Test Date Proctor ID Method Soil Classification Optimum Moisture %) Maximum Dry Density (pc0 In Place Moisture 1%) In Place Dry Density (pep Probe Depth (in) Percent Compaction Min/Max Comp. %) Remark 30 2128/18 7676- D1557 N/A 10.4 112.8 5.6 113.6 12 101 98/105 Pass 31 2/28118 7676 - D1557 N/A 10.4 112.8 5.6 113.4. 12 101 98 / 105 Pass 32 2128/18 7676- D1557 N/A 10A 112.8 6.4 111.8 12 99 981 105 Pass 33 2128/18 7676- D1557 NIA 10.4 112.8 6.0 112.0 12 99 98/ 105 Pass 34 2128/18 7676 - D1557 N/A 10.4 112.8 5.6 112.6 12 100 981105 Pass 35 2128/18 7676- D1557 N/A ' 10.4 112.8 5.9 111.7 12 99 981105 Pass 36 2/28/18 7676 - D1557 N/A 10.4 112.8 5.5 113.7 12 101 98 / 105 Pass 37 2/28118 7676 - D1557 N/A 10.4 =112.E 1 5.0 1 110.9 12 98 1 981105 Pass ..:7est)nfpirriation,.. ,.:. ......i..,;,t„ �-. .. Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 30 Building Pad: See Map Location 91 0-1 Troxler 13430 124566 1 Smith, Johnnie 31 Building Pad: See Map Location #2 0.1 Troxler / 3430124566 1 Smith, Johnnie 32 Building Pad: See Map Location #3 0-1 Troxler / 3430124566 / Smith. Johnnie 33 Building Pad: See Map Location #4 0-1 Troxler 13430124566 / Smith. Johnnie 34 Building Pad: See Map Location 45 0.1 Troxler 13430124566 / Smith, Johnnie 35 Building Pad: See Map Location 46 ()-1 Troxler 13430124566 / Smith, Johnnie 36 Building Pad: See Map Location #7 0.1 Troxler / 3430124566 / Smith, Johnnie 37 Building Pad:See Map Lowdon #a 0.1 Troxler 13430 124566 / 1 Smith, Johnnie Pass: Tests results comply with specifications Tests am "Direct Transmission' (Method A) unless probe depth is noted as 'Backscaeer'. Gauge callbra6on data on file with the testing agency. RECEIVED MAR 2 2 zom Permitting Department St. Lucie County, FL 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 e1 O O N O 0 a m O O N M t9 n f• N C7 O 0 G IL Soil Nuclear Gauge Client: Project: Report Date: 3122/2018 Richard K. Davis Construction Corporation 18-4630.02 Test Method: ASTM D 6938 P.O. Box 186 Seacoast Curb Adapters Pona,.Lucle Fort Pierce, FL 34954 2600 Industrial Ave #3, Ft Pierce WE CAN 49M 607 NW CommodNCore Pon st. Wde. a a1966 Peon: 172-924a515 I Fax: 1/2-924.3564 ;Test Results , Test # Retest Of Test Date ProctorlD 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 38 2/28118 7676 - D1557 N/A 10.4 112.8 6.4 110.2 12 98 98 / 105 Pass 39 2128118 7676 - 01557 N/A 10.4 112.8 7.5 110.2 12 98 98 / 105 Pass 40 2128/18 7676-D7557 NIA 10.4 112.8 5.4 111.9 12 99 98/105 Pass 41 2128118 7676 - D1557 N/A 10.4 112.8 5.3 110.7 12 98 98 / 105 Pass 42 2128118 7676 - D1557 N/A 10.4 112.8 6.3 113.9 12 101 98 / 105 Pass 43 2/28/18 7676 - D1557 N/A 10.4 112.8 6.0 111.1 12 98 98/ 105 Pass 44 2/28/18 7676 -D1557 NIA 10.4 112.8 5.4 112.1 12 99 98/105 Pass :: '.. .: .. -._-..�.•.. �: - .. •i1 ::� . t;TaatlnfermaTioO , .: _:.....:. .� :' :..'.� • Test # Test Location Elevation Reference Gauge Make 1 Model I SN I Calibrated Field Technician 38 Building Pad: See Map Location #9 0-1 Troxler 13430 124566 / Smith, Johnnie 39 Building Pad: See Map Location 910 0-1 Troxler / 3430124566 / Smith, Johnnie 40 Building Pad: See Map Location 011 0-1 Troxler 134301245661 Smith, Johnnie 41 Building Pad: See Map Location #12 0-1 Troxler/ 3430 / 24566/ Smith, Johnnie 42 Building Pad: See Map Location #13 0-1 Troxler 13430 124566 I Smith, Johnnie 43 Building Pad: See Map Location #14 0-1 Troxler 13430 / 24566 / Smith, Johnnie 44 Building Pad: See Map Location #15 0-1 1 Troxler 13430 124566 1 Smith. Johnnie ..;; Romarks,,-::...,a; �.'--. ..'.,. :Comments Pass: Tests results comply with specifications Tests am 'Dined Tmnsmissiw(Method A) unless probe depth is noted as 'Backscaner'. Gauge callbalion data on file with the testing agency. PERMIT #1709-0183 1 RECEIVED - MAR 2 2 2018 Permitting Department Test Reports shall not be reproduced• except in full, Without Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. .•'`1GENSF '• No 63218 P22/201 ent.g&E OF 1111111�` Page 2 of 2 From: } 03/20/2018 13:59 #019 P.003/003 It Lit