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11345 U.S. Highway 1 8-1377
Sebastian, FL. 32958 L%% PO Box 7AND TESTING Sebastian, FL. 32978
Orlando 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: April 16, 2021 KSM JOB#: 212908-1d/JM/bm
PERMIT#: qO1 A'o 4 9 NUC# 215
CONTRACTOR: J.A.F.Tractor Service Nuc Model: MC-IDR-P
JOB LOCATION: 7964 Plantation Lakes Drive Nuc Serial#: MD80404215
Port St Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.E. 0"- 12" 12D 106.6 110.2 96.7%
2 S.E. 14D 110.0 99.8%
3 Center 14D 109.8 99.6%
4 S.W. 13D 108.7 98.6%
5 N.W. 13D 106.9 97.0%
Soil Description:
112.0 - I I I I I
Brownish Gray Sand with Traces of W
Clay.&Shell Fragments E I I I I I
In Place Moisture: I 111.0 t— — �— — —••— I —,•—I —•• I •_•,_
10.2% G I I I I I
H I I I I
Proctor Optimum Moisture: T I
12.0% 110.0
Proctor Max. Dry Density: P.C.F. P I I I I I
110.2 C 109.0 --..—.i—
@ Test Locations the Density&
Penetrometer readings indicate the F I I I I
108.0 '—..—..1—..-.I—..-4. .4..—.._
Degree of Compaction Meets I I I I I
Minimum Requirement D
for Staked Foundation R
107.0 ti— r— —i — —'r �••
Re�spl���i�l,y►�tllbrnl�ted: Y 9 10 11 12 13 14 15
Moisture-%of Dry Weight
+,• ' �GEN�F .f. ��� Digitally
%,amp a .•M, wv,�,.b
signed by Disclaimer: Contractor is responsible to maintain the tested area
No. 81439 Bryan E Dahlke
in the condition that KSM completed the indicated passed
-., .o,—m-g Date:
2021.04.19
� compaction test. KSM is not responsible if the tested area has
been altered from t1happroved inspected condition.
,Q STATE OF Qj` 11:58:18
!c�OR1Dp• ���� -04'00'
ZONAL
Bryan►VDt#1 Wk P.E.V.P. of Engineering e
PE#81439 4/19/2021
Email to: jaftractorservice@gmail.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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