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Home My WebLink AboutSOIL NUCLEAR GAUGElu Ai q!Ta Soil Nuclear Gauge & ASSOCIateSr Inc. Pew if# 1907-O;TS9 Report Date: 971'1720''f9 Pan st was aranch Test Method: ASTM D 6938 Flodda CA No. 5950 460 NW Concourse Place, Unit 1 Pod SL Lucie, FL U986 Phone: n2A78-0072 Client: Renar Development Corp. 3725 S. East Ocean Boulevard, Suite 101 Stuart, FL 34996 R ECEIVED Project: 113-15-66-5434B OCT 0 2 Z019 Momingside Residential Lots Fort Pierce Permitting Depa St. Lucie Fort Pierce, FL Countyent 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. % Remark 195 9110/19 18.046 A — 9.0 118.0 6.5 117.1 12 99 98 Pass 196 9110/19 18-046 A — 9.0 118.0 8.3 116.5 12 99 98 Pass 197 9110/19 19-045 A — 11.0 116.5 8.2 115.0 12 99 98 Pass 198 9110119 18-193 A — 12.0 115.5 8.7 112.8 12 98 98 Pass 199 9110/19 18-193 A — 12.0 115.5 10.2 113.5 12 98 98 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model I SN / Calibrated Field Technician 195 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. SW Comer. -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie 196 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. NW Comer. -1.0 Top of Pad Troxler/ T-3430 / 21330 / Tech, Port St Lucie 197 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. Center -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie 198 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. NE Comer. -1.0 Top of Pad Troxler / T-3430 / 21330 / Tech, Port St. Lucie 199 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. BE Comer. -1.0 Top of Pad Troxler/ T-3430 / 21330 / Tech, Port St. Lucie Remarks I Comments Pass: Density Pass Tests are'Direct Transmission' (Method A) unless probe depth is noted as 'Backscader. Gauge calibration data on file with the testing agency. SCA,Nwtu 13Y St. LucieCounty 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 RESERVEC PENDIN( OUR WRITTEN APPROVAL. r E�w,® Ardaman:Soll Nuclear Gauge .A:Associate%Inc. Permit 0 1907-0168 Report Data: 911112019 fait gL Lucie Brand, Test Method: ASTM D 6938 Fmw8CArm.59so 4e0NW Cmaauma Pb®, ere 1 Pmt SL LUCID, FL MM Paone: 772a15a072 Client: Project, Rener Development Corp. 113-15-66-5434B 3725 S. East Ocean Boulevard, Suite 101 Momingside Residential Lots Stuart, FL 34996 Fort Pierce Fort Pierce, FL Test'Results Test# Retest Of Tom Dab Proctor ID Method Sop Classification Optimum Molatum X Matdmum DryDenalty In Place Moisture In Place DryDensity Probe Depth in Percent Compaction Mtn Comp. X Remark 200 9110/19 19.122 A 12.0 112.0 8.1 109.2 12 98 98 Pass 201 9/10/19 19-122 A 12.0 112.0 112 109.E 12 98 98 Pass 202 9/10119 19-122 A 12.0 112.0 10.3 109.2 12 98 98 Pass 203 9110/19 19-122 A 12.0 112.0 BA 109.8 12 98 98 Pass Test lWrination Test # Test Location Elevation Reference Gauge Make I Model I SN I Calibrated Field Technician 200 Building - Continuous Feeling: Building at 412 Sealosm Cirde. Lot 34. North Side at Center. 4.0 Top of Footing Pad Tnoder / T3430 / 21330 / Tech, Port St Lucie 201 Building - Continuous Pasting: Building at 412 Sesfoam Circle. Lot 34. Fast side at Center. 4.0 Top of Footing Pad Troaler / T3430 121330 1 Tech, Port St Lucie 202 Building - Continuous Footing: Building at 412 Sealoam Circe. Lot 34. South Side at Center. 4.0 Top of Fooling Pad Tender I T3430 / 21330 I Tech, Port St Lude 203 Building - Continuous Fooling: Building at 412 Seafoam Circe. Lot 34. West Side. North Potion 4.0 Top of Footing Pad TroAer / T3430 / 21330 / Tech, Port St Lucie Rernaft Comments @It,pHlVly�� Ry Pass: Density Pass Tesb em •DieelTransmisslof (Method W unless pmbe depot Is noted as •BadmceW. Gauge aaMradon data an me with the testing agenq. AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM C OUR WRITTEN APPROVAL. St. LUG" 'nllfl$j/ ITY OF PENDIN( Pagel of 1 - �a Ararnan Soil Nuclear Gauge ME&& Associates, Inc. Permit # 1907-0188 Report Date: 9/11/2019 Pon SL wola awns Test Method: ASTM D 6938 Flo,wa CA No. 6969 46ONW r:Wmna PbW. U,w 1 Pad St Luda, FL 34980 Prow: 772-8784M Client: Renar Development Corp. 3725 S. Fast Ocean Boulevard, Suite 101 Stuart, FL 34996 Project: 113.15-88.5434E Momings(de Residential Lots Fort Pierce Fort Pierce, FL Test Results Test# Retest Of Test Data Proctor ID Method Soil Classification Optimum Moisture 15 Maximum Dry Density In Place Moisture % In Place Dry Density Probe Depth in Percent Compaction Min Comp. % Remark 195 9110119 18-046 A 9.0 118.0 6.5 117.1 12 99 98 Pass 196 9110119 18-048 A 9.0 118.0 8.3 116.5 12 99 98 Pass 197 9/10/19 19-045 A 11.0 116.5 8.2 115.0 12 99 98 Pass 198 9110119 18493 A 12.0 115.5 8.7 112.8 12 98 98 Pass 199 9/10119 18493 A — 12.0 115.5 10.2 113.5 12 98 98 Pass Test9ofonnotlon Test # Test Location Elevation Reterena Gauge Make I Model I SN I Calibrated Field Technician 195 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. SW Comer. 4.0 Top of Pad Tnuder / T3430 121330 / Tech, Port St Lucie 196 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. NW Comer. -1.0 Top of Pad Tander / T3430 121330 / Tech, Port St Lucie 197 Building Pad Fill: Building et412 Seafoam Circle. Lot 34. Center 4.0 Top of Pad Tmxler / T-3430 / 21330 / Tech, Port St Lucie 198 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. NE Comer. -1.0 Top of Pad Troxler / T3430 / 21330 / Tech, Port St Lucie 199 Building Pad Fill: Building at 412 Seafoam Circle. Lot 34. BE Comer. -1.0 Top of Pad Tnuder / T-3430 / 21330 / Tech, Port St Lucie Remartce Comments Pass: Density Pass Tests are Mtrect Transmhelon' (Method A) unless prose depth is noted m 'Bedwcalter. Gauge cal@ration data on file with the tasting agency. o7- o`er ZN- AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR I OUR WRITTEN APPROVAL. SGANNE® s�. Luce Clu-1 V Page 1 of 1