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HomeMy WebLinkAboutCompaction Test Soil Nuclear Gauge Client:' Project: Report Date:4/9/2020 Peaco Builders 17-6484.00 �y,T�NP Test Method:ASTM D 6938 430 Toney Penna Drive,Suite 3 Peaco Builders 2017-2018 Master Agreement Port St.Lucie Jupiter,FL 33458 Various Locations FBPE CA#4930 •. FL 607 NW Commodity Cove Port St.Lucie,FL 34986 a . Phone:772-924-3575 1 Fax:772-924-3580 Z002-- W 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 (pct) (in) Compaction N Remark 36 3/23/20 P-3 N/A 10.9 112.8 8.9 110.1 12 98 95/105 'Pass 37 3/23/20 P-3 NIA 10.9 112.8 9.3 108.8 12 96 95/105 Pass 38 3/23/20 P-3 N/A 10.9 112.8 9.1 109.4 12 97 95/105 Pass Test Information Gauge Test# Test Location Elevation Reference Make I Model/SN 1 Calibrated Field Technician 36 Above Stripped Surface:FINAL-LIFT--Lot 4,Postobello,Ft Pierce,SW Corner 3-4' Troxler/T3440/279741 Liverman,Robert 37 Above Stripped Surface:FINAL LIFT L'ot 4,Postobello,Ft Pierce,Center 3-4' Troxler/T3440/27974/ Liverman,Robert 38 Above Stripped Surface:FINAL-LIFT:-Lot 4,Postobello,Ft Pierce,NE Corner 3-4' Troxler 1 T3440 127974! Liverman.Robert Remarks I Comments Pass:Tests results comply with Specifications Tests are"Direct Transmission"(Method A)unless probe depth is noted as RECEIVED "Backscatter".Gauge calibration data on file with the testing agency. JUN 612020 NNIKF,////,/ Pert Lucie County � ,O��CENSFM� No 63218, � - ^ Kent, P/E. 01; §ionATL6Tl5M er# -:8 Sty OrI��aR1DP.•' G\ �, rrrlllt++� ONAU 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.