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11345 U.S. Highway 1 A%17 jVL AND TESTING PO Box 78-1377
Sebastian, FL. 32958 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
REVISED: PERMIT ADDED April 27, 2022
DATE TESTED: April 18, 2022 KSM JOB#: 2203777-2d/BS/bm
PERMIT#: j_ +� 2112-0210 NUC# 456
Nuc Model: MC-1 Elite
CONTRACTOR: Maronda Homes, Inc. Nuc Serial#: 31456
JOB LOCATION: 5602 Shannon Drive
Fort Pierce,.Florida
ITEM TESTED: Compacted Foundation Fill-2nd/Final Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 S.W. 12" -24" 40 D 107.6 110.1 97.7%
2 N.W. 40 D 106.9 97.1%
3 Center 40 D 106.4 96.6%
4 N.E. 40 D 108.0 98.1%
5 S.E. 40 D 107.3 97.5%
Soil Description:
Brown Sand 112.0 n I I I I I I I
W I I I I I I I I
E 111.0 �..,.._..._..�..,.._.
In Place Moisture: I T I I I I I I I
�.:_.I._..L..J. L..J..
10 /o G 110.0 •— —
Proctor Optimum Moisture: T I I I I I
10% 109.0 �..�.._.I._..� .�.._.I._.. .�.._.
Proctor Max. Dry Density: P.C.F. F I I I I I
110.1 c 108.0 �..�.._:. �..�.._.I._..�..�.._.
F
@ Test Locations the Density& 107.0 I I I I I I I
Penetrometer readings indicate the D I I I I I I
Degree of Compaction Meets R 106.0
Minimum Requirement Y I I I I I I I
For a Staked Foundation �;G p, M q�����i 105.0
Respectfully Submitted: 5 6 7 8 9 10 11 12 13
CEN i
Moisture-%of Dry Weight
No 69841
Digitally siFnPi Disclaimer: Contractor is responsible to maintain the tested area in
by Eric A McArt
the condition that KSM completed the indicated passed
MB�w�gaagibl[gesture. i ' ��
Date:
nmea°°vKs°rmua°wme°ram mr � •. �
2022.04.27 STATE OF ?Al - compaction test. KSM is not responsible if the tested area has
09:55:15-04'06, Fs'•��oR10R '-�N, ��� been altered from the approved inspected condition.
i S�ONAL
Eric A. McAra, P.E. Office Manager
PE#69841 4/27/2022
Email to: ledfordk@maronda.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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