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HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge Client: Project: l 2, Report Date: 10/15/2018 Cole Construction 17-6100.00 P Test Method: ASTM D 6938 497 S Brocksmith Road Cole Construction Master Agreement ""�jON Part. Lucie Fort Pierce, FL 34954 Various Locations a ©keer1gde-A/ FBPE CA # 4930 FL 'el 3 `1 %fs 607 NW Commodity Cove Port St. Lucie, FL 34986 Phone: 772-924-3575 I Fax: 772-924-3580 Test Results{ Optimum Maximum In Place In Place Probe Min/Max Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp. Test # Of Date Proctor ID Method Classification N (pcf) N (pcf) (in) Compaction N Remark 10 10/12/18 P-1 N/A 12.8 103.5 10.2 101.6 12 98 951105 Pass 11 10/12/18 P-1 N/A 12.8 103.5 10.1 101.5 12 98 95 / 105 Pass 12 10/12/18 1 P-1 N/A 12.8 103.5 10.1 1 101.E 1 12 1 98 1 95 / 105 1 Pass Test Information Gauge Test # Test Location Elevation Reference Make I Model / SN / Calibrated Field Technician 10 Below Slab Grade: 13208 Okeechobee Road, Ft Pierce, East side of pad Troxler / 3430 / 24566 / Presson, Thomas 11 Below Slab Grade: 13208 Okeechobee Road, Ft Pierce, West side of pad Troxler / 3430 1 24566 / Presson, Thomas 12 Below Slab Grade: 13208 Okeechobee Road, Ft Pierce, South side of pad Troxler / 3430 / 24566 / Presson, Thomas Remarks I I 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. RECEIVED OCT 15 2018 ST. Lucie County, Permitting �ONN. KFNgF�,'% � EN' 0 6321 t0/15/2018 �Uqqft K P.E S�A OF O • Sinnin 63218 Staff` v T ��• �/ E�.� ///!lIIIIII\\\ 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.