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Home My WebLink AboutCompaction Test (2) Soil Nuclear Gauge Client: Project: G n� Report Date:5/13/2020 Arthur Rutenburg Homes PSL 17-6853.00 Test Method:ASTM D 6938 114 SE Via Lago Garda Arthur Rutenburg Homes 2017-2018 Master Port St.Luc[* Port St.Lucie,FL 34952 Agreement FBPECA44930 Various Locations 607 NW Commodity Cove a yq'a. - FL Port St.Lucie.FL 34986 Phone:772-924-35751 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 % p (% p in Compaction (%) Remark 100 518/20 'P-3 N/A 11.8 110.1 11.8 108.4 12 98 95/105 Pass 101 5/8120 P-3 N/A 11.8 110.1 12.1 107.5 12 98 95/105 Pass 102 1 1 5/8120 1 P-3 N/A 11.8 110.1 1 11.8 1 107.9 1 12 98 95/105 1 Pass Test Information Gauge Test# Test Location Elevation Reference Make I Model/SN/Calibrated Field Technician 100 Building Pad:7683 Pelican Point Drive,Port St Lucie,Northwest Comer of Pad. 0-1, Troxler/T3430/25092/ Fevrius,Carlo 101 Building Pad:7683 Pelican Point Drive, Port St Lucie,Center of Pad. 0-1' Troxler/T3430/25092 1 Fevrius,Carlo 102 Building Pad:7683 Pelican Point Drive,Port ST Lucie,.Southeast Comer of Pad. 0-1' Troxler/T3430/25092/ Fevrius,Carlo 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. %%\%jllll1/ir�' ENSF' i ;, No 6321 312020 F Kent, PIE. Cr --F*SSiorfp�gjPeer,# 18 �fat� FJt$tidatDP. ''G\Z �-1///'ONAL IE Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page.1 of 1 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. i Soil Nuclear Gauge Client: Project: Report Date:4/21/2020 Arthur Rutenburg Homes PSL 17-6853.00 Test Method:ASTM D 6938 114 SE Via Lago Garda Arthur Rutenburg Homes 2017-2018 Master Porter.Lucie Port St.Lucie,FL 34952 Agreement FBPECA#493o Various Locations 607 NW Commodity cove FL Port St.Lucie,FL 34996 - Phone:772-924-36761 Fax:772-924-3560 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) % pc In Compaction (% Remark 97 4117120 P-3 WA 11.8 110.1 11.8 108.3 12 98 95/105 Pass 98 4117/20 P-3 N/A 11.8 110.1 12.4 107.8 12 98 95/105 Pass 99 4/17/20 P-3 N/A 11.8 110.1 12.4 107.4 12 98 95/105 Pass" Test Information Gauge Test# Test Location Elevation Reference Make I Model/SN 1 Calibrated Field Technician 97 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Northeast 0-1' Troxler/T3430/25092 1 Fevrius,Carlo i. Comer of Pad, 98 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Center of 0-1' Troxler/T3430 125092 1 Fevrius,Carlo Pad. 99 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Southwest 0-1' Troxler/T3430/25092/ Fevrius,Carlo Comer of Pad. 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. \�ttlltllll///, 5:d _�63 12020obn:Kent, . • C ,r siongl deer*'*. 6 //Z NAL I . I Test Reports shall not be reproduced,except In full,without the written approval of GFA International Inc. Page 1 of 1 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. I i • Soil Nuclear Gauge client: Project: Report Date:4/21/2020 Arthur Rutenburg Homes PSL 17-6853.00 Test Method:ASTM D 6938 114 SE Via Lago Garda Arthur Rutenburg Homes 2017- 2018 Master Port St.La°i° Port St.Lucia,FL 34952 Agreement FBPECA#4930 Various Locations 607 NW Commodity Cove FL Port St.Lude,FL 34986 - Phone:772-924-35761 Fax:772=924-3580 a a.•a �p 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) % pc In Compaction N Remark F97 4/17/20 P-3 N/A 11.8 110.1 11.8 108.3 12 98 95/105 Pass 4/17/20 P-3 IV/A 11.8 110.1 12.4 4117/20Test Information Gauge Test Location Elevation Reference Make/Model I SN 1 Calibrated Field Technician Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Northeast 0-1• Troxler/T3430/25092/ Fevrius,Carlo Comer of Pad. Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Center of 0-11 Troxler/T3430/25092/ Fevrius,Carlo Pad. 99 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Southwest 0-1• Troxler/T3430/25092/ Fevrius,Carlo Comer of Pad. 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. I \X`llllllllj//, • �,10ENSF'. ` I 0,63 i �0 in i i Iabrn:Kent, • re tssion�l �}eer�� • Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page 1 of 1 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:4/21/2020 Arthur Rutenburg Homes PSL 17-6853.00 a� Test Method:ASTM D 6938 114 SE Via Lago Garda Arthur Rutenburg Homes 2017-2018 Master gran° Port St.Lucia Port St.Lucie,FL 34952 Agreement FBPECA#4930 Various Locations 607 NW Commodity Cove FL Port St.Lucie,FL 34986 Phone:772-924-35761 Fax:772-924-3680 . '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 (°/a) (pcf) (°/ay pcf) in Compaction Remark 97 4/17/20 P-3 N/A 11.8 110.1 .11.8 108.3 12 •98 95/105 Pass • 98 4/17/20 P-3 N/A 11.8 110.1 12.4 107.8 12 98 95/105 Pass " 99 4/17/20 1 P-3 N/A 11.8 110.1 1 12.4 1 107.4 12 98 95/105 Pass Test Information Gauge Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician 97 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Northeast . 0-1'Comer of Pad Troxler/T3430l25092/ Fevrius,,Carlo .' 98 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Center of 0-1' Troxler/T3430/25092/ Fevrius,Carlo Pad. 99 Below Stripped Surface:7683 Pelican Pointe;Jensen Beach,House Pad,Southwest 0-1' Troxler/T3430 125092/ Fevrlus,Carlo Comer of Pad. 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. \`�titllrrr//�� 6321 &020n:Kent, C ' t�r�sSion�l �eer�•F�� i . . Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page 1 of 1 Digitally signed printed coples of this document are not considered signed and sealed and the signature must be verified on any electronic copies. r Soil Nuclear Gauge Client: Project: Report Date:4/21/2020 Arthur Rutenburg Homes PSL 17-6853.00 NAT��p Test Method:ASTM D 6938 114 SE Via Lago Garda Arthur Rutenburg Homes 2017-2018 Master Port St.Luclo Port St.Lucie, FL 34952 Agreement FBPECA94930 Various Locations 607 NW Commodity Cove FL Pod St.Lucie,FL 3498e - Phone:772-924-35751Fox 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) % (pc (In) Compaction % Remark 97 4/17/20 P-3 NIA 11.8 110.1 11.8 108.3 12 98 95/105 Pass • 98 4117/20 P-3 N/A 11.8 110.1 12.4 107.8 12 98 95/105 Pass 99 1 4/17120 P-3 N/A 11.8 1 110.1 1 12.4 107.4 12 1 98 1 95/105 1 Pass Test Information. Gauge Test# Test Location Elevation Reference Make 1 Model I SN/Calibrated Field Technician 97 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Northeast 0-1' Troxler/T3430/25092/ Fevrius,Carlo Corner of Pad. 98 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Center of 0-1' Troxler/T3430/25092/ Fevrius,Carlo Pad. 99 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Southwest 0-1' Troxler/T3430/25092/ Fevrius,Carlo Corner of Pad. 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. ocENSF' o 63 8 - &020 'gobn:Kent E. �'�§sion�ll-�g�eer#tti'C� Sf� F1040 DP.• ' ��: � 0NAL Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page 1 of 1 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. i Soil Nuclear Gauge Client: Project: Report Date:4/21/2020 - Arthur Rutenburg Homes PSL 17-6853.00 Test Method:ASTM D 6938 114 SE Via Lago Garda Arthur Rutenburg Homes 2017-2018 Master Pon St.Lucie Port St.Lucie,FL 34952 Agreement FePECA#4930 Various Locations 607 NW Commodity Cove FL Port St.Lude,FL 34986 ' Phone:772-924-36761 Fax:772=924-3580 Test Results. Optimum Maximum In Place In Place Probe Mln/Max Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test# Of Date Proctor ID Method Classification %) (pcf) % pc In Compaction (% Remark 97 4117/20 P-3 N/A 11.8 110.1 11.8 108.3 12 98 95/105 Pass • 98 4/17/20 P-3 N/A 11.8 110.1 12.4 107.8 12 98 95/105 Pass 99 4/17/20 P-3 NIA 11.8 110.1 12.4 107.4 12 98 95/105 Pass Test Information Gauge Test# Test Location Elevation Reference Make/Model I SN/Calibrated Field Technician 97 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Northeast 0-1' Troxier/T3430/25092 1 Fevrlus,Carlo Comer of Pad. 98 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,.House Pad,Center of 0-11 Troxier/T3430/25092/ Fevrius,Carlo Pad. 99 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Southwest 0-1' Troxier/T3430/25092/ Fevrius,Carlo i Comer of Pad. : ..Remarks Comments Pass:Tests results comply with specifications Tests are"Direct.Transmisslon"(Method A)unless'probe depth is noted as "Backscatter".Gauge calibration data on file with the testing agency. ��•\`�oHN KI Al •oCENSE' 0 63 (3020• :dctn:Kent, 6sSion�l �eer#'f��6 FJf�Rt�ttDP.•''G /111/li Att+�`` i Test Reports shall not be reproduced,except in full,without the written approval of GFA international Inc. Page 1 of 1 l; Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. G Soil Nuclear Gauge Client: Project: Report Date:4/21/2020 Arthur Rutenburg Homes PSL 17-6853.00 Test Method:ASTM D 6938 114 SE Via Lago Garda Arthur Rutenburg Homes 2017-2018 Master "dRMATO Partst.Lame Port St.Lucie,FL 34952 Agreement FBPEcn#4930 Various Locations 607 NW Commodity Cove Port St.Lucie,FL 34986 FL Phone:772-924-35761 Fax:772-924-3580 - Test Results i i Optimum Maximum In Place In Place Probe Min/Max i Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test# of Date Proctor ID Method Classification %) pcf) (%) (pc In Compaction % Remark 97 4117/20 P-3 N/A 11.8 110.1 11.8 108.3 12 98 95/105 Pass • 98 4/17/20 P-3 N/A 11.8 110.1 12.4 -107.8 12 98 951105 Pass 99 4117/20 P-3 N/A 11.8 1 110.1 1 12.4 107.4 1 12 98 95/105 Pass Test Information Gauge Test# Test Location Elevation Reference Make/Model I SN l Calibrated Field Technician 97 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Northeast 0-1' Troxier/T3430/25092/ Fevdus,Carlo j Comer of Pad. 98 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Center of 0-1' Troxler/T3430/25092/ Fevrius,Carlo Pad. 99. Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Southwest 0-1' Troxler/T3430/25092/ Fevrius,Carlo Comer of Pad. - R®marks Comments:. 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, , �0\44 KENO,'%, • \ ENSF' dt7 6321 Z020 } n�Kent, P = i Jssion%ljqeer 1 0NAL tE Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page 1 of 1 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:4121/2020 Arthur Rutenburg Homes PSL 17-6853.00 ' RNATO�'v Test Method:ASTM D 6938 114 SE Via Lago Garda Arthur Rutenburg Homes 2017-2018 Master Port St.Lucie Port St.Lucie,FL 34952 Agreement FBPECA04930 Various Locations 607 NW Commodity Cove FL Pod St.Lucie,FL 34986 Phone:772-924-35761 Fox 772-924-3660 j Tdst Results Optimum Maximum In Place In Place Probe MinlMax Retest Test-. Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test# Of Date Proctor ID Method Classification (%) pcf) % cf) In Compaction % Remark 97 .4/17/20 P-3 N/A 11.8 110.1 11.8 108.3 12 98 - 95/105 Pass • 98 4/17/20 P-3 N/A 11.8 110.1 12.4 107.8 12 98 951105 Pass 99 4/17/20 P-3 N/A 11.8 1 110.1 1 12.4 107.4 12 98 951105 1 Pass Test Information., Gauge Test# Test Location Elevation Reference Make/Model I SN/Calibrated Field Technician 97 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Northeast 0-1, Troxier,l T3430/25092/ Fevrius,Carlo Comer of Pad. 98 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Center of 0-1' Troxler/T3430/25092/ Fevrius,Carlo Pad. 99 Below Stripped Surface:7683 Pelican Pointe,Jensen Beach,House Pad,Southwest 0-1' Troxier/T3430/25092/ Fevrius,Carlo Comer of Pad. ,Remarks'." Comments`. . . Pass:Tests remits 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. I i I 0�68� —_ / 13020 �abn:Kent ,E. lssion�l �eer#'f�� fJpRt�IDP.••'••�� NAL 111.11111t� f i I i - Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page 1 of 1 Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.