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.