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11345 U.S. Highway 1S E N G I E I G PO Box 78-1377
Sebastian, FL. 32958 K Ra 1VX AND T TING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTIVI D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 20, 2020 KSM JOB#: 201364-1d/MH/jo
PERMIT#: 15i iU0439 NUC# 630
CONTRACTOR: Adams Homes Nuc Model: MC-10R-P
JOB LOCATION: 5607 Palm Drive Nuc Serial#: 30630
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-1st Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. Of'- 12" 50 106.1 110.9 95.7%
2. N.W. " 50' 107.3 it96.8%
3. Center 50 105.9 95.5%
4. S.E. 50 107.8 97.2%
5. N.E. 50 106.9 96.4%
Soil Description: 112.0 ,
Brown Sand W I I I I I
E
In Place Moisture: G 111.0 ! — I_ _I _• I _••
5.9% H
I I I I I
T I I I I I
Proctor Optimum Moisture: 110.0 J— —
12.0% P I I I I
Proctor Max. Dry Density;P.C.F. I I I I I
110.9 C 109.0 �-- ..— �— —�.—..�..—..T . �..—.
@ Test Locations the Density&: F I I I I
Penetrometer readings indicate the
108.0 _ I_••_I _ I •_•• I _ _
--
Degree of Compaction Meets D I I I I I
Minimum Required R I I I I I
for Unstaked Foundation . Y 107.0 -
9 10 11 12 13 14 15
Respectfully Submitted:
Moisture-%of Dry Weight
, aaeoeae®oeep.
bd"6•o�� ° E �.,,,,� Disclaimer: Contractor is responsible to maintain
ea° ��.•,.°••°°°°° °°� the tested area in the condition that KSM
•° completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
ST °
VAL
°°° 3/23/2020
Email to: St Lucie Building Department; rjohnson@adamshomes.com; joeandujar@yahoo.com
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