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Orlando S 4 G Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D.1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 24, 2020 KSM JOB"#: 201402-1d/Mh/jo
PERMIT#: NUC#" 630
CONTRACTOR: Adams Homes Nuc Model: MC-10R-P
JOB LOCATION: 5613 Palm.Drive Nuc Serial#: 30630
Fort Pierce, Florida f%—ort
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ITEM TESTED: Compacted Foundation Fill-1st&2nd Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH REAR DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 0"- 12" 50 108.9 110.9 98.2%
2. Center 50 107.9 1197.3%
3. N.E. 50 109.3 98.6%
1. S.W. 12" -24" 50 107.6 97.0%
2. Center 50 108.4 97.7%
3. N.E. if50 109.6 98•8�0
Soil Description:
Brown Sand 112.0 -
W I I I I l I
In Place Moisture: E
3.6% G 111.0 -j—Proctor Optimum Moisture: HT12.0%
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Proctor Max. Dry Density:P.C.F. P
110.9 C 109.0
@ Test Locations the Density&
Penetrometer readings indicate-the F I .
Degree of Compaction Meets 108.0 •—•• { ••—•
Minimum
...._—_
..
Required p
for Unstaked Foundation R I I I I I
Respectfully Submitte 9 10 11 12 13 14 15,
Moisture-°!o of Dry Weight
�� • ,'�.�', Disclaimer: Contractor is responsible to maintain
�� �,� •�• • '•'�' the tested area in the condition that KSM
� 3� - completed the indicated passed compaction test.
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• �� epP • �� altered from the approved inspected condition.
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PE#81439 3/25/2020
Email to:joeandujar@yahoo.com; rjohnson@adamshoines.com
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