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Home My WebLink AboutLETTER-PROPERTY MANAGERMarch l $, 2019 SCAN�ED BY � St. Lucie Cn?iV"' h .'ER-N9 C O N S T R U C T I O N Buildin Inspections Saint Lcie County, Building & Code Regulation 2300 V' ginia Avenue, Fort Pie ce, FL 34981 S�� 8t by I RECEIVED MAR 19 7019 permitting Department St.iLude County i Project No. 18-031 Uia: Hand Delivery Permit o.1808-0637 3755 El "ven Mile Road, Fort Pierce, FL 34945 Dear Si II /Madams, I, We are nclosing one original of each of the following items collectively intended to satisfy the requirements of St Lucie County Inspections 104 Compaction Test & 106 Engineers Report: I 0 odified Proctor Report 18-; 203 (Dated 11/05/2018) 0 ensity Test Reports We app eciation your attention ands consideration of these items and as always, should you have anyl questions or need anythin ; further on the above, please feel free to contact me at 772-882-8110. Respect lly Submitted, Kerns onstruction & Property Management, Inc. I� Tony R Project Cc: oject Files Enclosures: As Noted I i i I i I i i I i 540 N University Blvd., Suite 204;, Port St Lucie, FL 34986 State Cc tified General Contractor CGC 059365 J 4:= Ardaman & Associates, Inc. Rc Ida Certificate of Authorization No. 00605950 i MODIFIED PROCTOR (ASTM D-1557) Pr riect Name: 3803 Eleven Mile Road Date Sampled: Pr ject Location: Fort Pierce, Florida Sampled By: Fi ( Number: 18-5482 Date Tested: CI nt Name: Kerns Construction i.. Tested By: w 00.0 0. LL 0I 0 W 10.0 J IX ml J 1.0 u a a o tl y 10 11 12 13 14 15 16 17 18 19 20 MOISTURE CONTENT (%) 120 -- _ I • • ♦ %% 115 %% i % % 110 -- — — - -- -- - — - — -- `} i 105 -- , --- --- — -- — --- 00 0& 5-7 Ardaman & Associates, Inc. 460 NW Concourse Place, Unit 1 Port St. Lucie, FL 34986 Phone (772) 878-0072 FAX (772) 878-0097 1 /1/5/2018 - CF 11/7/2018 LBR V LUE (%) { +4 MATERIAL (%) i A MATERIAL (%) i i DRY Y (pcf) 1 MOISTURE 11.5 PERCENT FINES (o/a) N/A1 Curves of 104% Saturation 1 for Specific Glravity EqVal to: - - 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 17 18 19 20;- - _ - -1 MOISTURE CONTENT (%) - %ryryt i SAMPLE NUMBER: 18-203 �- SAMPLE DESCRIPTION: Dark Brown Fine Sand with Trace of Clay SAMPLE LOCATION: Stewart Minin ��\ �!',.. w • r' zK of •� PROPOSED USE: Building Pad r� Pj letters and reports ---113' + ""• Vy,:%17 r r. �• sports are for the exclusive use of the Gient to whom They are addressed and shall not be uced wcept in full without the approval of the testing laboratory. The use of our name must receive our '•= a ipen approval. Our letters and reports apply only to the sample tested and.or inspected, and are not in of the quantities of apparently Jndentical or similar products, �'• ) t' •r•- 16 K Pr r r T, .9e y+.c�ltBM th ''rdt �ilo3�� Ardaman:Soil..Nuclear Gauge &Associates, Inc. Report Date: 12/14/2018 Test Method: ASTM D 6938 ^ Port St. Lucia Branch Florida CA No. 5950 460 NW Concourse Place, Unit 1 Port St. Lucie, FL 34986 Phone: 772-878-0072 Client: Project: Kems Construction 113-18-64-5482 . 2701 Industrial Avenue 2 3803 1 T Mile Road Fort Pierce, FL 34946 3803 11 Mile Road Fort Pierce, FL Test Results; ` " " Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture N In Place Dr .Density (pcf) Probe - Depth (in) Percent Compaction Min Comp. (°/a) Remark 1 11/8/18 18-203 A - 11.5- 110.5 9.9 1,08.6 12 98 95 Pass 2 11/8/18 18-203 • A - 11.5.. 1105 7.1 109.1: " 12.. - - - 99 95 Pass. 3 11/8/18 18-203 A -a 11.5- 110.5 10.0 108.5 12 98 95 Pass 4 " 11/8718 18-203 A - 11.5 110.5 11.7 108.3 12 98 95" Pass 5 11/8/18 18-203 A -- 11.5 116.5 12.6 108.0 12 98 95, Pass 6 11/9/18 ' • 18-203 A - 11.5 _ 1-10.5 8.5 106.7 12 97 " . 95''Pass - 7 11/9/18 18-203 A - 11.5 110.5 9.1 105.8 12 96 95 Pass 8 11/9/18 18-203 A -1 11.5 1 110.5 8.7 1 107.8 1 12 1 -98 1 95, 1 Pass - Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN / Calibrated Field Technician 1 Building Pad Fill: Permit Numlie� 1808-0637. Southeast Comer of Pad.' -1.0 Top of Fill : Troxler / T-3430 / 21330 / Tech, Port St. Lucie 2 Building Pad Fill: Permit Number 1808-0637. Northeast Comer of Pad. -1.0 Top of Fill Troxler / T-! 430 / 21330 / Tech, Port St. Lucie 3- _ Building Pad Fill:: Permit Number 1808-0637. Northwest Corner of Pad. -1.0 Top of Fill Troxler / T-3430 / 21330 / Tech, Port St. Lucie 4 Building Pad Fill: Permit Number 1808-0631. Southwest Comer of Pad. -1.0 Top of Fill Troxler / T-3430 / 21330 / Tech; Port St. Lucie 5 Building Pad Fill: Permit Number 1808-0637. Center of Pad. -1.0 Top of Fill Troxler / T-3430 / 21330 / Tech, Port St, Lucie 6 _ . Building Pad Fill: Permit Number 1808-0637. Final. Lift of Building Pad. NW Comer of Pad -1.0 Top of Pad .. CPN. / MC-3 / M330907151 / Tech, Port St. Lucie . 7 Building Pad Fill: Permit Number 1868-0637. Final Lift of Building Pad. SW Comer of Pad -1.0 Top of Pad CPN / MC-3 / M330907151 / Tech, Port St. Lucie Building Pad Fill: Permit Number 1808-0637. Final Lift of Building Pad. SE Comer of Pad -1.0 Top of Pad _7CPN / MC-3 / M330907151 / Tech, Port St. Lucie 8 Pass: -. Remarks - Comments T 3ity Pass Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter": Gauge calibration data on file with the testing agency. ,AS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF -Page 1 of 2 - THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ArdamAn,soil Nuclear Gauge &.ASSOciatds, Inc.. Report Date: 12/14/2018 Test Method: ASTM D 6938 Port St Lucie Branch Florida CA No. 5950 1 460 NW Concourse Place, Unit 1 OPort St. Lucie, FL 34986 Phone: 772-878-0072 Client: Kems Construction - 2701 Industrial Avenue 2 Fort Pierce, FL 34946 Project: 113-18-64-5482 3803 11 Mile Road 3803.11 Mile Road Fort Pierce, FL Test"Results - •� Optimum Maximum 'In Place '' In Place Probe, Retest Test Soil Moisture Dry Density. Moisture. Dry Density Depth Percent Min Comp. Test # Of Date Proctor ID Method Classification (%) (pcf) (%) (pcf) (in) Compaction (%) Remark 9 -11/9118 18-203 A -- 11.5 110.5 8.9 1.06.2 12 96 95 Pass' Test•Information . fast.# Gauge Test Location Elevation Reference Make / Model / SN / Calibrated Field Technician 9 Building Pad Fill: Permit Number 1808-0637. Final Lift of.Building Pad. NE Comer of -1.0 Top of Pad CPN ! MC-3 / M330907151 / Tech, Port St. Lucie Pad . Remarks .' '' -Comments Pass: Density Pass Tests are "Direct Transmission" (Method A) unless probe depth is noted as 1"BacksGatter". y Gauge calibration data on file with the testing agency. X. IN * , NO..63911 OF *Ar ID ♦ff�/��AIAL 01I194 This item has been:digitally signed and sealed by Branch Manager Dan J. Zrallack, P.E. on Dec 17, 2018 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. SAS A MUTUAL PROTECTION TO OUR CLIENT, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF Page 2 of 2 THE CLIENT, AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OUR REPORTS IS RESERVED ' PENDING OUR WRITTEN APPROVAL.