The URL can be used to link to this page

Home My WebLink AboutSOIL NUCLAR GAUGEArdamanSoilNuclear Gauge Client: Project: Associates, Inc. Report Data: 1/4/2019 Richard K. Davis Construction Corporation 113-18.64-5489i;'; Test Method: ASTM;D 6938 4205 Metzger Road Missionary Flights International-Phasel Pert aL Lucte enact, ,.F�rt Pierce, FL 34947 3163 Hammond Road Fbdda CA No. 595e SCANNEFPlt Fart Pierce, FL 1 460Nw Caacaun4 Pea,, Una t BY Port St Lude, FL Uses Permit No.: 1803-0236 Maas"Maraaei2 ST LUCIE COUNTY11 Test Results - •:'r Test 0 Retest Of Test Date Proctor ID Method. Sol] Classification Optimum Moisture X Maximum Dry Density p In Place Moisture X In Place Dry Density p Probe Depth In Percent Com aetlon j Min Comp. Yc Remark 176 12/28118 18-205 - A — 11.0 110.6. 9.5 109.0 12 99 1'98 Pass 177 12/28118 18-205 A — 11.0 - 110.5 9.8 109A 12 99 1 98 Pass 178 12/28/18 18.205 A — 11.0 110.5 10.0 108.8 12 98 98 Pass 179 12128118 18.205 A — 11.0 110.5 9.9 109.2 12 99 98 Pass ...Test Information - - - Test# Test Location Elevation Reference Gauge Make/Modell SN/Calibrated Fled Technician 176 Other. Northwest end of the Dempster pad located on the Southeast end of the site -1.0 Top of grade CPN / MC-3I M340507395 / Tech, Port St Lucie 177 Other. Southwest end of the Dempster pad located on the Southeast end of the site -1.0 Top of grade CPN / MC-3 / M340507395 /. Tech, Port St Lucie 178 Other: Northeast end of the Dempster pad located on the Southeast end of the site A.0 Top of grade CPN / MC-3 / M340507395I Tech, Port St. Lucia 179 Other. Southeast end of the Dum star ad located on the Southeast end of the site ... -1.0 Top of grade CPN / MC-3 / M340507395 / Tech, Port St Lucie ainarks" .. :Comm®refs ; . Pass: Density Pass Tests are'Direct Transmission' (Method A) unless pmbe depth is noted as 'Barkaratter-. Gauge calibration data on file wgh the testing agency. I RECEIVED JAN' 0 7 7019 Permitting Department St. Lucie Countv AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS.ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 1 THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. III I i I RECEIVED JAN' 0 7 7019 Permitting Department St. Lucie Countv AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS.ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 1 THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. III I i I ArdamanSoil Nuclear Gauge & Associates, Inc. Report Date: 1/4/2019 Test Method: ASTM D 6938 Client: Richard K. Davis Construction,Corporation 4205 Metzger Road. Pan at Were Bmnch Fort Pierce, FL 34947 3163 Hammond Road Florida CA No. 5950 Fart Pierce, FL a60 NWn tbmwe Pam, LIM I Pon St two, FL USING Permit No.: 1803-0236 MWW.. m4r6a0T1 .. . 41 Teat Results, TestN Retest Of Test Date ProetorlD Method Soil Classification Optimum Moisture % Masimum • Dry Density p In Place Moisture % In Place Dry Density p Probe Depth In Pereen! Com notion 1 Mid Comp. P 5L - Remark 176 1228/18! 18.205; -- A 11.0 110.5� 9.5 109.0 12 99 - 198 Pass 177 12/28/18 18-205 A — 11.0 110.5 - 9.8 109.4 12 99 1' 98 Pass 178 1 12128118 18-205 A — 11.0 110.5 10.0 108.8 12 98 198 Pass 179 1 Y2/28118 .18-205 A — 11.0 110.5 9.9 109.2 12 .99 1.98 _1 Pass 3 - >_ .... :. _ � . .. ........,Test Information-. .Test6 Test Location Elevation Rsference Gouge P Make I Model I SN I Calibrated Field Technician 176 Other. Northwest end of the Dum star pad located on the Southeast end of the site -1.0 Top of grade CPN / MC-3 / M340507395 / Tech, Port St Lucie 177 Other. Southwest and of the Dumpster pad located on the Southeast and of the site .-1.0 Top of grade -.CPN / MC-3 I,M340507395 / Tech, Port St Lucie. 178 Other.. Northeast end of the Dumpster d located on the Southeast end of the site -1.0 To of grade CPN / MC-3 / M340507395 / Tech; Port St. Lucie.' 179 Other. Southeast end of the Dum star pad located on the Southeast end of the site -1.0 lTop of grade I CPN / MC-3 / M340507395 / Tech, Port St Lucie --:•.*,.. Remal&s - • - .' - - Comrlierits. .. _ . Paw: Density Pass Tests am 'Direct Transmission' (Method A) unless probe depth Is noted as 'Backscetter. Gauge calibration data on file with the testing agency.:. Il �; Ili---------- RECEIVED ]AN 071019 Permitting Department St, Lucie County I y , AS A MUTUAL PROTECTION TO OUR CLIENT,.THE PUBLIC AND OURSELVES, ALL REPORTS -ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 1 of 1 THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. I' I I' Elm ®i Ardamar,Soil Nuclear Gauge & Associates, Inc. Report Date: 1/3/2019 Test Method: ASTM D 6938 Port St Lucie Branch norce CA No. 5950 460 NW Concourse Place, Unit 7 Pad St. Lucie, FL U966 Phone: 772A78-0072 Client: Richard K. Davis Construction Corporation 4205 Metzger Road Fort Pierce, FL 34947 Project: I' 113-18-64-5489 Missionary Flights International-Phasel 3163 Hammond Road Fort Pierce, FL II f. = ", - ::'.': _ .,�. ,. „- ......., ._• TesfResults` - - 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 Ilpp Min Comp. (%) Remark 175 12/28/18 18-205 A — 11.0 110.5 9.5 109.0 12 99 98 Pass 177 12/28/18 18-205 A -- 11.0 110.5 9.8 109.4 12 99 98 Pass 178 12/28118 18-205 A — 11.0 110.5 10.0 108.8 12 98 Ilp 98 Pass 179 12/28/18 18-205 A -- 11.0 110.5 9.9 109.2 12 99 III 98 Pass ;, test lnftirmation c'. ... Test # Test Location Elevation Reference Gauge Make I Model I SN / Calibrated Field Technician 176 Other: Northwest end of the Dumpster pad located on the Southeast end of the site -1.0 Top of grade CPN / MC-3/ M3405073951 Tech, Port St. Lucie 177 Other: Southwest end of the Dumpster pad located on the Southeast end of the site -1.0 Top of grade CPN / MC-3 / M3405073951 Tech, Port St. Lucie 178 Other: Northeast end of the Dumpster pad located on the Southeast end of the site -1.0 Top of grade CPN / MC-3 / M3405073951 Tech, Port St. Lucie 179 Other: Southeast end of the Dumpster pad located on the Southeast end of the site -1.0 Top of grade CPN / MC-3/ M3405073951 Tech, Port St. Lucie s •'._. ' ``-..Remarks".".-,.' ,_ . ^..,.. Comments . Pass Density Pass Tests are 'Direct Transmission° (Method A) unless probe depth is noted as °BackscatteP. Gauge calibration data on file with the testing agency. c * Nos03911 '•� r 11t c — 3TA OF aNAL 11..1.h�� This item has been digitally signed and sealed by Branch Manager Dan J. Zrallack, P.E. on Jan 04, 2019 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PRQPERTY OF Page 1 of 1 THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.