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Home My WebLink AboutCompaction Test Soil Nuclear Gauge client: Project: �.'. Report Date:6/20/2017 Casco Construction, Inc. 17-4932.00 Test Method:ASTM D 6938 2926 SE Paramount Place Casco Construction Master Proposal Port St.Lucie Stuart, FL 34997 Various Locations FBPE CA#4930 FL 521 NW Enterprise Drive Port st.Lucie,FL 34986 Phone:772-924-35751 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 M (pcf) M (pcf) (in) Compaction M Remark 1 6/19/17 P-1 N/A 11.0 102.2 11.5 97.2 12 95 95/105 Pass 2 6/19/17 P-1 N/A 11.0 102.2 11.0 99.1 12 97 1 95/105 Pass 3 6/19/17 P-1 N/A 11.0 1 102.2 10.9 100.1 12 98 95/105 Pass 4 6/19/17 P-1 N/A 11.0 102.2 8.2 103.0 12 101 95/105 Pass 5 6/19/17 P-1 N/A 11.0 102.2 7.1 103.6 12 101 95/105 Pass 6 6/19/17 P-1 N/A 11.0 102.2 6.9 106.9 12 105 95/105 Pass -Test Information j. Gauge Test# Test Location Elevation Reference Make/Model/SN Field Technician 1 Below Slab Grade:5304 Pinetree Drive,Fort Pierce, Foundation Pad,Southwest Section 0-1 Troxler T3430 22260 Smith,Johnnie 2 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Foundation Pad,Northeast Section 0-1 Troxier T3430 22260 Smith,Johnnie 3 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Foundation Pad,Center' 0-1 Troxler T3430 22260 Smith,Johnnie 4 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Garage Pad,Center 0-1 Troxler T3430 22260 Smith,Johnnie 5 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Garage Pad,Northeast Section 0-1 Troxier T3430 22260 Smith,Johnnie 6 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Garage Pad,Southwest Section 0-1 Troxier T3430 22260 Smith,Johnnie 77 .:'Remarks .:.;; 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. • 0 60 201 1�� s • � DoPald W. McIer, P.E. t3fessional Engineer#6&6Z5 Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inca r�s1°°o� ro �� 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. I Soil Nuclear Gauge Client: Project: Report Date:6/20/2017 Casco Construction, Inc. 17-4932.00 �yFRNAroa�� Test Method:ASTM D 6938 2926 SE Paramount Place Casco Construction Master Proposal Port St.Lucle Stuart, FL 34997 Various Locations FBPE CA#4930 FL 521 NW Enterprise Drive Port St Lucie,FL 34986 Phone:772-924-35751 Fax:772-924-3580 �/r/�� 1�' /7O* m O�Q Cam' Test'Relsu`fts:,:. 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 1 6/19/17 P-1 N/A 11.0 102.2 11.5 97.2 12 95 95/105 Pass 2 6/19/17 P-1 N/A 11.0 102.2 11.0 99.1 12 97 95/105 Pass 3 6/19/17 P-1 N/A 11.0 1 102.2 10.9 100.1 12 98 1 95/105_1 Pass 4 6/19/17 P-1 N/A 11.0 102.2 8.2 103.0 12 101 95/105 Pass 5 6/19/17 P-1 N/A 11.0 102.2 7.1 103.6 12 101 95/105 Pass 6 6/19/17 P-1 N/A 11.0 102.2 6.9 106.9 12 105 95/105 Pass r Gauge Test# Test Location Elevation Reference Make I Model/SN Field Technician 1 Below Slab Grade:5304 Pinetree Drive,Fort Pierce, Foundation Pad,Southwest Section 0-1 Troxler T3430 22260 Smith,Johnnie 2 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Foundation Pad,Northeast Section 0-1 Troxler T3430 22260 Smith,Johnnie 3 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Foundation Pad,Center 0-1 Troxler T3430 22260 Smith,Johnnie 4 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Garage Pad,Center 0-1 Troxler T3430 22260 Smith,Johnnie 5 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Garage Pad,Northeast Section 0-1 Troxler T3430 22260 Smith,Johnnie 6 Below Slab Grade:5304 Pinetree Drive,Fort Pierce,Garage Pad,Southwest Section 0-1 Troxler T3430 22260 Smith,Johnnie Remarks 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. • �a�ti�`tetaen►yeeeo' Artald W. Moler, P.E. Az er#. 6%% 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.