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Home My WebLink AboutSOIL NUCLEAR GAUGESoil Nuclear Gauge Client: Project: Report Date: 8/9/2018 American Pools & Spas 17-7653.00 NPR � " Test Method: ASTM D 6938 7320 NarcoosseeANNED American Pools 2017-2018 Master Agreement PLu rt St Lucie o Orlando, FL Ely Various Locations PE 607 NW Commodity Cove 607NW Commodity [ '� S6 �dlrie,c FL Port St. Lucie. FL 34986 DYlIWibGIW ar �.D Phone: 772-924-3575 1 Fax: 772-924-3580 Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (Pcf) In Place Moisture N In Place Dry Density (Pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 91 6/28/18 P10 D N/A 11.7 110.0 8.5 106.7 12 97 95 / 105 Pass 92 6/28/18 P10 D N/A 11.7 110.0 9.6 110.1 12 100 95 / 105 Pass 93 6/28/18 P10 D N/A 11.7 110.0 8.9 109.6 12 100 95 / 105 Pass 94 6/28/18 P10 D N/A 11.7 110.0 9.5 110.3 12 100 95 / 105 Pass 95 6128/18 P10 D N/A 11.7 110.0 9.2 111.6 12 101 95 / 105 Pass Test Information Gauge Test # Test Location Elevation Reference Make / Model / SN / Calibrated Field Technician 91 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, Between House and Pool, 4-5 Troxler / 3440 / 27976 / Baker, Jeff South Side of Pool --92— Pool-RAckfill-t- Deck= 7225-Maidstone-Drive. Port -St -Lucie. North Side of Pool 4-5 1 Troxler / 3440 / 27976 / Baker, Jeff 93 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, West Side of Pool 1 14-5 —Troxler-/3440-/ 27976 / Baker, -Jett____ 94 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, East Side of Pool 4-5 1 Troxier / 3440 / 27976 / Baker, Jeff 95 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, Northeast Side of Pool 1 14-5 1 Troxler / 3440 / 27976 / Baker, Jeff Remarks Comments Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscattei". Gauge calibration data on file with the testing agency. 91: 0-1, 1-2, 2-3, 3-4 HCP=40+, > 95 % Compaction, PASS. HCP PERMIT # 1803-0862 R - E: C 'D AUG 16 2018- Perrnittin9 Department St. Lucie County, FL � �tGENSF • �� No 6321 �n�rrSi�l�r� nSTAPTEOF Pre &3f iorPaihEaWne '# 63218 N., '/l,llilll``` 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: 6/29/2018 American Pools & Spas 17-7653.00 'rest Method: ASTM D 6938 7320 Narcoo.s.see Rd American Pools 2017-2018 Master Agreement Pod SL Lucie Orlando, FL Various Locations F13PE CA W4.930 FL q07 NW CDmmodity Cove Port St LUC16. FL 34986 Phone: 772-9.24-3575 1 Fax: 772-924-3580 Y, Test ;Results -I Optimum Maximum In Place In Place Probe Min/Max Retest Test Soil Moisture Dry Density Moisture Dry.Density Depth Percent Comp. Test 9 Of Date Proctor 10 Method Classification N (pcf) m (0cf) (in) Compaction N.) Remark 91 92 93 3 P10 D NIA 11.7 110.0 8.5 106.7 12 97 95/ 105 Pass P10 D N/A 11.7 110.0 9.6 1 io.1 12 100 951105 Pass P10 1 0 D NIA 11.7 11.0.0 1 8,9 1 109.6 12 100 1 95/105 1 Pass P10 D NIA 11.7 110:0 1 9.-5 110:3 12 100 951105 Pass P10 D-- N/A 11.7 110.0 9.2 1111.6 12 101 951105 Pass ' Test IInformationtion Gauge Test# Test Location Elevation- Reference Make / Model I SN/dalibrated Field Technician 91 Pool Backfill & Deck, 7225 Maidstone Drive, Port St Lucie, Between House and Pool, 4-5 Tr,oxler / 3440 /279710 Baker, Jeff South Side of Pool 92- Pbol-Backfill:&,Dpck:-7225-M.aiAs-torteL-QriKe, Fort -St Lucie, North Side of Pool 4-5 Tickler 0440 1279761 Baker, Jeff 03 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, West,Side,of Pobl 4-5 TFo-xier-n-4,40-2797V— Baker, Jeff Pool Backfill &Deck: 7225 Maidstone Drive, .Port St Lucie, East Side of Pool 1 14-5 Troxier 13440127.976 / Baker, Jeff 95 Pool Backfill & Deck! 7225 Maidstone Drive, Port -St Lucie, Northeast Side of Pool 14-5 Troxler 3440 27976 / Baker, Jeff ornment Pass: Tests results comply with so'cifications Tests are 'Direct Transmission. (Method A)untess pridbe. dep�th.is noted as. "Backscatter'. Gauge callbration.data qn-filevith the.testing. agency. gil: 0-1, 1-2,2-3, 3-4 HCP=40+j > 95'0/.- Compaction,. PASS. HCP tests are empi ically correlated to the relative density of the soil. /41 z� � � �tCENsc' ��% RE 6321' IV No AUG 0 9 2018 Kent, fTAr: OF Kr9, . 6.ondj6R&Q6r. 18 Permitting Department t f St. Lucie County, FL ONM- , It Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1 Dig - itally signed printed copies ofthi.s document are not consideeed'signed and sealed and the signature must be verified on any electronic copies. �w-' - Dv� -11 t Soil Nuclear Gauge Client: Project: Report Date: 6/29/2018 American Pools & Spas 17-7653.00 Test Method: ASTM D 6938 7320 Narcoossee Rd _ American Pools 2017-2018 Master Agreement Port St. Lucie Orlando, FL Various Locations FBPE CA # 4930 FL 607 NW Commodity Cove Port SL Lucie. FL 34986 Phone: 772-924-3575 1 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 91 6/28/18 P10 D N/A 11.7 110.0 8.5 106.7 12 97 95 / 105 Pass 92 6/28118 P10 D N/A 11.7 110.0 9.6 110.1 12 100 95 / 105 Pass 93 1 1 6/28118 1 P10 1 D 1 NIA 1 11.7 1 110.0 8.9 1 109.6 1 12 1 100 1 95 / 105 1 Pass 94 6/28/18 P10 D N/A 11.7 110.0 9.5 110.3 12 100 95 / 105 Pass 95 6/28/18 P10 D N/A 11.7 110.0 9.2 111.6 12 101 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 91 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, Between House and Pool, South Side of Pool 4-5 Troxler / 3440 / 27976 / Baker, Jeff 92 - Pbbi-Backfill-&-Deck: 7225-Maidstone-Drive-Port-St-L-ucie,-North-Side-of Pool 4-5 T-roxlerL3440 / 27976 / Baker, Jeff 93 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, West Side of Pool 4-5 Troxler 13440 / 27976 / Baker, Jeff 94 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, East Side of Pool 4-5 Troxler / 3440 127976 / Baker, Jeff 95 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, Northeast Side of Pool 4-5 Troxler 13440 127976 / Baker, Jeff 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. 91: 0-1, 1-2. 2-3, 3-4 HCP=40+, > 95 % Compaction, PASS. HCP \``ttillll///1/ K4 R8CEIVED No 6321 dl/G.®�2' PennneD® r df�'@Ksei'n�t1,�rst[090 OF �iP�AF4 roa`f„gonSj6MtliQEe�r& 1`8Cvn'Qnt Sta q //l/lllllltt``\ 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: 6/29/2018 American Pools & Spas 17-7653.00 ty�aNA�oNp Test Method: ASTM D 6938 7320 Narcoossee Rd American Pools 2017-2018 Master Agreement Port se. Lucie Orlando, FL Various Locations FBPE CA # 4930 607 NW Commodity Cove Port St. Lucie. FL 34986 FL [� & Phone: 772.924-3575 I Fax: 772.924-3580 Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture M Maximum Dry Density (pcf) In Place Moisture N in Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max comp. M Remark 91 6/28/18 P10 D NIA 11.7 110.0 8.5 106.7 12 97 95 / 195 Pass 92 6/28/18 P10 D N/A 11.7 110.0 9.6 110.1 12 100 951105 Pass 93 6128/18 P10 D N/A 1 11.7 1 110.0 8.9 109.6 1 12 1 100 1 95 / 105 1 Pass 94 6128/18 P10 D' N/A 11.7 110.0 9.5 110:3 12 100 95 / 105 Pass 95 6/28/18 P10 D N1A 11.7 110.0 9.2 111.6 12 - 101 95 / 105 Pass Test lnforrhatidn Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 91 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, Between House and Pool, South Side of Pool 4-5 Troxler 13440 / 27976 / Baker,.Jeff 92 Poor Backfill-&- Deck: 7225-Maidstone Drive, -Port St -Lucie, North-Side-of_P_ool _ 4-5 Troxler / 3440 / 27976 / Baker, Jeff 93 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, West Side of Pool 4-5 ro1xlerl-34404-27976-/ — — Baker,Jeff 94 . Pool Backfill & Deck: 7225 Maidstone Drive, PortSt Lucie, East Side of Pool 4-6 Troxler / 3440127976 / Baker, Jeff 95 Pool Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, Northeast Side.of Pool 4-5 Troxler / 3440 / 27976 / Baker, Jeff 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. 91: 0-1. 1-2, 2-3, 3-4 HCP=40+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the -relative density of the soil. \��t11t111r//7� • `-tGENg�c • �� No 63210, ` d i_Kent, °A&E OF 4CI ttc� q 777/r,tllttt``\ 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 �GFA- 1 Part St. Lucie FBPE CA 9:4930. 607 NW Commodity Cove Part St. LuCid. FL 34986 Phone:'772-924r3575 I Fax: 7.72-924-3580 soi[Nucleat.oauge Report :Date: 6/2912018 Test Method: ASTM D 6938 American Pools & Spas 7320 Narcoossee Rd Orlando, FL Ivo I �� .Project: 17-7653.00 American Pools .2017-2018 Master Agreement VaHous Locations .FL Test Resqlts.' Test ff Retest: Of OfDate Test Proctor ID 'Method Soil -ClassificationCompaction Optimum Moisture Maximum :Dry Density, (Pcf) In Place Moisture In Place Dry Density. (pcf) Probe. Depth (in) Percent Min/Max Como. N Remark 91 6/28/18 P10 D N/A 111' 110.0 -8.5 106.7 -97 95/105 Pass 92, T :6/28/18 P10 D N/A - 11.7 110.0, 9.6 110.1 12 100 95/105.- Pass 93' 6/28/18 . P10 -D -N/A 11.7 110.0 8.9 109.6 12 100 95/105 -Pass 94 _77 6/28/18 P10 LLj: N/A. 11 '7 110.0 R5 .110.3 • .12 .100 95/105 Pass 95 '6128/18. P10. D -N/A - 11.7 110.0 .9;2 111.6 -12, 101 95/105 Test Inf(irmation'. -Pass, Test :#. Test Location Elevation Reference Make Gauge I Model I SNI Calibrated Field Technician 91 Pool Backfill & Deck: 7225 Maidstone. Drive, Port St Lucie, Between: Houseand Pool, South' Side- of Pool 4-5 Troxler 13440 127976 t Baker,.Jbff 92--. - Pobl-Backfill-&-Deck:-7 - 225-Maidstone-Driv& Port St Lucie; North: Side of Pool 4-5 Troxler 13440 27976 Baker, Jeff 93 Pool Backflll'&: Deck: 7225 Maidstone Drive, Port St Lucie, -West Side of Pool Troxler-/-34401 27976-/--, Baker;.Jeff'�__ 44- Pool Backfill-& Deck:7225 Maidstone Drive, Port St Lucie; East Side of Pool 4-5 i. Troxler 3440127976 1 Baker. Jeff .95 - Pool,Backfill & Deck: 7225 Maidstone Drive, Port St Lucie, -Northeast: Side. -Of Pool 4-5 Baker, Jeff. 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. 91 . 0-1, 172,2-3, 3-4-HCP=40+, > 95.% Compaction, PASS; HCP ty tests are empirically correlated to the relative densiof the soil. I . . � % I I 1 1.1 \\ A\ O\AN K -OC N E &,p -No 6321 Q, Q: M 1<6nt r , T r= OF n -AAF P'cg�t slorldt6ftgfter :Stat Z TestReports shall not be'reproduced, except in full, withoutalhe written approval of GFA International Inc.. PageJ.&I Digitally signed printed copies of this document are not Considered signed, and: sealed and the signature must be verified on-anyelectronic copies.