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HomeMy WebLinkAboutSOIL NUCLEAR GAUGEa.;; � Soil Nuclear Gauge g Client: Project: & Associates, Inc. Report Date: 4/20/2018 Timothy Wilson 113-18-64-5432 Test Method: ASTM D 6938 7804 Fort Walton Avenue 7804 Fort Walton Avenue Port St. Lucie Branch Fort Pierce, FL 34951 7804 Fort Walton Avenue Florida CA No. 5950 Fort Pierce, FL 460 NW Concourse Place, Unit 1 Port St. Lucie, FL 34986 Phone:772-87MO72 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 Comp. M Remark 1 4/18/18 18-057 A - 10.0 115.0 7.8 113.9 12 99 95 Pass 2 4/18/18 18-057 A - 10.0 115.0 9.6 114.1 12 99 95 Pass 3 4/18/18 18-057 1 A - 10.0 115.0 1 7.9 1 112.9 12 98 95 Pass 4 4/18/18 18-057 1 A - 10.0 115.0 8.0 113.7 12 99 95 Pass 5 4/18/18 18-057 1 A - 10.0 115.0 7.3 112.2 12 98 95 Pass Test Information Test # Test Location - - - - - - - -- _ _ _ Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 1 Building Pad Fill: Southwest Comer -1.0 Top of -Pad-- - - - Troxler /-T-3430121 a30 / _ Tech, Port St. Lucie 2 Building Pad Fill: Southeast Corner -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie - 3 Building Pad Fill: Center -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. 4 Building Pad Fill: Northeast Corner 1 -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. usie 5 1 Buildino Pad Fill: Northwest Corner 1 -1.0 1 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. ie 16-3 Pass: Density Pass Tests are "Direct Transmission" (Method A) unless probe depth is noted as M "Backscatter". Gauge calibration data on file with the testing agency. lffn f9 NN i �.l SYA OF /( >st R16111VVi Dan J. Zrallack, P.E. Apr 20, 2018 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. , rdaman1 Soil Nuclear Gauge & Associates, Inc. Report Date: 4/20/2018 Test Method: ASTM D 6938 Port St. Lucie Branch Florida CA No. 5950 460 NW Concourse Place, Unit 1 Port St. Lucie, FL 34986 Phone:772-878-0072 Client: Timothy Wilson 7804 Fort Walton Avenue Fort Pierce, FL 34951 Project: 113-18-64-5432 7804 Fort Walton Avenue 7804 Fort Walton Avenue Fort Pierce, FL Test Results 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 Comp. N Remark 1 4/18/18 18-057 A — 10.0 115.0 7.8 113.9 12 99 95 Pass 2 4/18/18 18-057 A — 10.0 115.0 9.6 114.1 12 99 95 Pass 3 1 1 4/18/18 1 18-057 1 A - 10.0 1 115.0 1 7.9 1 112.9 1 12 1 98 1 95 1 Pass 4 4/18/18 1 18-057 1 A — 10.0 1 115.0 1 8.0 1 113.7 12 1 99 1 95 Pass 5 4/18/18 18-057 A — 10.0 115.0 7.3 112.2 12 98 95 Pass Test Information - Test # Test Location - - - - - - - - _ _ _ Elevation Reference Gauge Make I Model / SN I Calibrated Field Technician 1 Building Pad Fill: Southwest Corner -1.0 Top of Pad -- - Troxler-/ T-34304 213304 _ Tech, _Port St. Lucie 2 Building Pad Fill: Southeast Corner -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie 3 Building Pad Fill: Center -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie 4 Building Pad Fill: Northeast Comer -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie 5 1 Building Pad Fill: Northwest Comer -1.0 Top of Pad Troxler / T-3430 / 21330 / ITech, Port St. Lucie Remarks I Comments Pass: Density Pass (Tests are "Direct Transmission" (Method A) unless probe depth is noted as Backscatter". Gauae calibration data on file with the testina aaencv. Dan J. Zrallack, P.E. Apr 20, 2018 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. L-,�--A&7 Ardaman Me% & Associates, Inc. Florida Certificate of Authorization No, 00005950 MODIFIED PIROCTOR (AS°TM D-1557) Project Name: 7804 Fort Walton Avenue Date Sampled: Project Location: St. Lucie County, Florida Sampled By: File Number: 18-5432 Date Tested: Client Name: Timothy Wilson Tested By: ruuv.0 Z O Q Cr ITJ Lu 100.0 Q. U. 0 T 0 t� 0 10.0 w J Cr :m 10 if r NI I 1 Ardsman & Associates, Inc. 460 NW Concourse Place, Unit 1 Port St. Lucie, FL 34986 Phone (772) 878-0072 FAX (772) 878-0097 4/18/2018 CF 4(19/2018 CF f I LBR VALUE {%) +4 MATERIAL -4 MATERIAL (%) 0 1 2 3 4 5 6 7 8 9 �0 Y1 12 13 14 15 16 17 18 19 20 MOISTURE CONTENT (%) MAX. DRY DENSITY (pcf) 115.0 OPTIMUM MOISTURE (%) 10.0 FINES (%) Curves of 100% Saturation for Speck Gravity Equal to: 2.60 2.65 _ 2.70 ----ems 0 1 2 3 4 5 6 7 a 9 1 10 11 12 13 14 15 16 17 1s 19 20 MOISTURE CONTENT (%) SAMPLE NUMBER: 18.057 , C, 0- SAMPLE DESCRIPTION: Brown Fine Sand with Rock andTrace Shell & Clay 410. g3911 SAMPLE LOCATION: Natural Ground PROPOSED USE: House Pad Fill ®� �; STATE OF ;r Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be ,� C3R reproduced except In full without the approval of the les" laboratory. The use of our name must receive our written approval. Our loners and reports apply only to the sample tested and.ot Inspected, and are not I� t w T'�� Indicative of the quantitles of apparently Indentfcal or similar products. 1�� r t �a p an ra!<adE, .E. ( Florid License No. 63911 !I t-t t � is 1 ►� f ,Il� " Till f t i 1 it I J— i' !f .tit l :rill tit it 1"1i Hl '" I till `sll t'l ;+ lit till 'it0 � � I Ardsman & Associates, Inc. r r A n a ig 460 NW Concourse Piece, unit 1 t y` �iFi a Port St. Lucie, FL 34986 t & Associates, Inc. i Phone (772) 870-0072 Florida Certificate of Authorization No, 00005950 FAX (772) 678-0097 Project Name: 7804 Fort Walton Avenue ' Date Sampled: 4/18/2010 Project Location: St. Lucie Countv Sampled By: _ CIF ^ File Number: 18-5432 Date Tested: 4/1012010 _ Client Name: _ Timothy Wi16on Tested By: C{= 1000.D z a LBR VALUEU. p i•4 MATERIAL (%) w 10.0 -h MATERIAL fY m ... .a 1.0 0 1 2 3 4 5 6 7 8 9 110 11 12 13 14 15 16 17 18 19 20 MOISTURE CONTENT (%) 11 o© \ It e 115 - — - ....._.. _...._.....__ •® 9 � 0 •� 10 \ MAX. DRY T-- DENSITY (pcf) 114 5.0 OPTIMUMw MOISTURE (%) FINES (%) Curves of 1005% Saturation for Specific Gravity Equal to: 2.60 I 2.65 m.. - -1. ri rG to 14 15 16 17 18 19 20 MOISTURi CONTENT (%) j ! SAMPLE NUMBER: 18-057� SAMPLE DESCRIPTION: Brown Fine Sand with Roclt and T race Shell 8e Clay7IN, I + - + r SAMPLE LOCATION: Natural Ground v =•' e a PROPOSED USE: — -r, `� c't House Pad Fill I- _ '�� + uTl�TE O �f Our loiters and reports are for the exclusive use of the client to e:ham they are addros ed and shall not be �y e% ` w „ OR reproduced exeept in full without the approval of the feeling laboratory. The visa of our naina must receive our '+3• 9A @ written approval. our letters andfeports apply only to the sample tested and.or Inspected, and are not ,fq ''� MAI •�'@, � huftativo of the quantities of epperenGy indenteal or similar products; I Y 1 an Paf 8C a .E. Florid, License No. 63911 Pre- Construct i0on rRIU MM= enavan- "ABrim-Inina T ermnote Treatment Q o Property Information Treatment Date LI- I � - / 6f Time a`ao _ Lot Subdivision Name Street Address (If known) Block r - x Q1e (C e_- City State Zip I Owner's Name (If known) Builder/Contractor Name of Builder Shell Contractor Construction TY pe Monolithic ®Floating/Stemwall ®Patio ®Entry ®Driveway ®Other: Prod Tr�atment Wdrmaflon Treatment Type: Underslab ® Patio/Driveway/Entry ® Final Wood Treatment Bait System ® Other Product: ® m 0ctaborate' ® Cypermethrin Cacloprid ® Bifenthrin ® Permethrin ® Other: Concentration Mixed Product Applied Square Feet Treated ) S—oy Linear Feet Treated ® If this box is checked, ,then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with the laws and rules established by the Florida Department of Agriculture and Consumer Services. Applicato"sName `(please print), Applicator's Signature HES-TE019 02/14 Hulett Environmental Services© 2015