HomeMy WebLinkAboutCompaction Test Soil Nuclear Gauge Client: Project:
Report Date:4/4/2017 American Pools&Spas 14-2337.00
Test Method:ASTM D 6938 7320 Narcoossee Rd American Pools-Various Projects
Port St.Lucle Orlando,Fl-
FBPE CA#4930
521 NW Enterprise Drive
Port St.Lucie,FL 34986
Phone:772-924-3575 1 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 (%) (pcf) (%) (pcf) (in) Compaction (%) Remark
337 4/4/17 P-5 Bldg.Pad 11.0 116.0 %0 114.1 12 98 981105 Pass
338 4/4/17 P-5 Bldg.Pad 11.0 116.0 9.9 115.1 12 99 981105 Pass
339 414/17 P-5 I Bldg.Pad 1 11.0 1 116.0 1 9.4 1 114.7 1 12 1 99 981105 1 Pass
340 4/4/17 P-5 Bldg.Pad 1 11..0 116.0 8.9 113.9 12 98 981 105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN Field Technician
337 Pool Deck:2506 Tamarind Drive,Ft Pierce,northeast corner of pool 0-1 Troxler T3430 36304 Smith,Johnnie
338= Pool Deck:2506 Tamarind Drive,Ft Pierce,northwest comer of pool 0-1 Troxler T3430 36304 Smith,Johnnie
339 Pool Deck:2506 Tamarind Drive,'Ft'Pierce,southeast corner of pool 0-1 TroxlerT3430 36304 Smith,Johnnie
340 Pool Deck:2506 Tamarind Drive,Ft Pierce,southwest corner of pool 0-1 Troxler T3430 36304 Smith,Johnnie
Remarks Comments
Pass:Tests results comply With specifications Tests are"DlrectTransmission'(Method A)unless probe depth is noted-aso
"Backscatter'.Gauge calibration data on file with the testing agency.
337:1-2,2-3,34,4-5 HCP=70+,>95%Compaction,PASS.HCP
tests are emoirically correlated to the relative density of the soil.
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RECEIVED APR-02 2017