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Home My WebLink AboutSOIL NUCLEAR GAUGE REPORT/ C'l ) - O-S-> y- 1.4 Part �tS LWO 49 FnPE C CA C<9a0 ew rm commw�y Cone Soil Nuclear Gauge cazzopardi Report Date: 2/15/2019 Test Method: ASTM D6938 Client: Team Parks, Inc. 611 SE Palm Beach Road Stuart, FL 34994 Project 19-1347.00 Team Parks, Inc. 2019 MastellGrr�Agreement Various Locations OVQ11�iNED FL BY Aiww: T72-924-M751 Fac 772-924d560 'X Lucie Counfi ' Test Results Optimum Maximum In Place In Place Probe Min/Max Retest Test I Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test # Of Date ProctorlD Method Classification N (pc %) (pcf) (in) Compaction (ON I Remark 1 1/21/19 8829 D1557 N/A 11.0 109.4 10.2 106.6 12 97 95 / 105 Pass 2 1121119 8829 D7557 NIA 11.0 109.4 9.8 107.9 12 99 95 / 105 Pass 3 1/21/19 8829 D1557 N/A 11.0 109.4 1 10.3 1 109.0 12 1 100 1 95/105 Pass ' •_ _ Test Information Gauge Test # Test Location Elevation Reference Make 1 Model I SN 1 Calibrated Field Technician 1 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Southeast Comer 2-3 Troxler 13430 1341511 Baker, Jeff PERMIT # 1811-0518) 2 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Northwest Comer 2-3 Troxler / 3430 / 34151 I Baker, Jeff (PERMIT # 1811-0518) 3 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Center of Pad 2-3 Troxler! 3430134151 1 Baker, Jeff (PERMIT # 1811-0518) Remarks- Col rmnents'- _ Pass: Tests results comply with specifications Tests are 'Direct Transmission' (Method A) unless probe depth Is noted as 'Backscaner'. Gauge calibration data on file with the testing agency. 1, 2, 3: Above stripped surface 0-1, 1-2' HCP=40+,> 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density the soil. \\.........../ . 11�\,ONN' KEN -Al •'• � FEB 15 2019 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 1 I Nx Port St Lucle FBPECA#4930 607 NW Commodity Cove Pon St. Lode. FL 34986 Phone: 772-924-35751 Fac 772-924-3580 Soil Nuclear Gauge Client: Project: 4a cazzopardi Team Parks, Inc. Road 19-1347.00 Team Parks, Inc... 2019 y t, Master Agrees Report Date: 2/15/2019 611 SE Palm Beach nt.-prO Q,o ;cam Test Method: ASTM D 6938 Stuart, FL 34994 Various Locations FL �Q i°c� v Q2 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 ProctorlD Method Classification N (pc N (pcf) (in) Compaction %) Remark 1 1/21119 8829 D7557 N/A 11.0 109.4 10.2 106.6 12 97 95/105 Pass 2 1/21/19 8829 D1657 N/A 11.0 109.4 9.8 107.9 12 99 95 / 105 Pass 3 1/21119 8829 D1557 N/A 11.0 109.4 10.3 109.0 12 100 951105 Pass Test Information Gauge Test # Test Location Elevation Reference Make / Model / SN / Calibrated Field Technician 1 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Southeast Comer 2-3 Troxler / 3430 / 34151 / Baker, Jeff PERMIT # 1811-0518 2 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Northwest Comer 2-3 Troxler / 3430 / 34151 / Baker, Jeff (PERMIT # 1811-0518) 3 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Center of Pad 2-3 Troxler / 3430 / 34151 / Baker, Jeff (PERMIT # 1811-0518) 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 lesting agency. 1, 2, 3: Above skipped surface 0-1, 1-2' HCP=40+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density of the sell. \`t111111111/// NN' ...... No 6321§� '•• �.,, ONAL � 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 1 Part SL Lucia FSPE CA # 4930 607 NW Commodity Cove Port St. Lucie, FL M986 Phone:772-924-3575 I Fax: 772-9243580 Soil Nuclear Gauge cazzopardi Report Date: 2/15/2019 Test Method: ASTM D 6938 Client: Team Parks, Inc. 611 SE Palm Beach Road Stuart, FL 34994 Project: 19-1347.00 -- Team Parks, Inc. 2019 Master Agreement Various Locations FL 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 ProctorlD Method Classification N (pcf) N (pcf) (in) Compaction N Remark 1 1/21/19 8829 D1557 N/A 11.0 109.4 10.2 106.6 12 97 95 / 105 Pass 2 1/21/19 8829 D1557 N/A 11.0 109.4 9.8 107.9 12 99 95 / 105 Pass 3 1/21/19 8829 D1557 N/A 11.0 109.4 10.3 109.0 12 100 95 / 105 Pass Test Information Gauge Test # Test Location Elevation Reference Make / Model / SN / Calibrated Field Technician 1 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Southeast Comer 2-3 Troxler/ 3430 / 34151 / Baker, Jeff P-ERMW-#4iWKrG51FF8 2 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Northwest Comer 2-3 Troxler / 3430 134151 / Baker, Jeff tP-�iM1Ix#i1&-=5u8 3 Above Stripped Surface: 113 Island Dune Cove, Jensen Beach, Center of Pad 2-3 Troxler / 3430 / 34151 / Baker, Jeff 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: Above stripped surface 0-1, 1-2' HCP=40+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density of the soil. •\GENSF''• 6321$/ Cent/P.E. ' W; �a�� `, •i3ien n i eer 298 0NAL 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 1 Soil Nuclear Gauge Client: Project: Report Date: 4/29.2019 Team Parks, Inc,,. 19-1247.00 Test Method: ASTM D 5938 611 SE Palm Beach Road Team Parks, Inc. 2019 .Raster Agreement Pod St Lnale Stuart, FL 34994 Vadaus Locations FBPECA04030 FL $07 Ww cninmoo'uly cove Pad St. Wda, FL 34ON Phone: 7729 4357$ 1 Fac 71:424-3530 �._._.. = -- - - ----, ' - - ... `- - _sulfa � - — __.- _ •.." -'. ,:, __ _.. . . i Optimum Maximum In Place In Place ` Probe MInIMzn: Retest Test Sort 5loisture Dry Density Moisture Dry Density Depth Percent Comp. !Test# Of Date ProctorlD Method Class eaitan J%) fP (pen(in) compaction f%1 Remark 1 12 4/12119. 1 8977•D]557 WA 1t.5 105.3 9.9 102.2 ' 12 90' 95:1105 Pass 13 5112719 ' 8977-D7557 _ i4l_ i1.fi 100.3 9:0 101.5 12 9, OSi105 Pass i 14 1 4117119 1 8977-D1657 WA 91.5 1 105.3 10.0 100.5 I 12 95 95I 905 Pass - i Gauge Test# Test Location Elevation Reference fit Ale I Model I SN I Calforated Field Technician I 12 Below Slab Grade[ 113 Island Dune Ddve, Stem Wall, Northeast Corner 2-3 Troxler/ 3430/34151 / Baker, Jeff 13 1 Below Slab Gmde: 113 (stand Dune Drive, Stem Well, Southwest Comer 2-1 Troxier / 34301341511 Sailer, Jeff 14 IBelow Slab Grade: 113 Island Dune Drive, Stem Well, center 2-3 Troxier 13430134151 ! Baker, Jeff - • Remarks _Comntertf`s_r..:.z Pass: Tests resuls comply v;ith spocrTications. A) unlass plebe depth Is noted as '0arksaner". Gauge calibration data on file with the tea0n0 egenry. 12, 13, 14: 0-1, 1-T HCP=10+, > 95 % Comp a ion, PASS. HCP tests are empirically correlated to the relal'ne densit • of the soli. ```tti i11t1.J lI7J/ No63 04/2a4019 1'Ka P.E. <U� [s' 510fl�t11Cf�C-eCw�18 NN PagL /7 J'flllil to 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 ofthis document are not considered signed and sealed and the signature must be verified on any electronic copies.