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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: ITEM TESTED April 27, 2022
DATE TESTED: April 21, 2022 KSM JOB#: 2203778-3d/BS/bm
PERMIT#: SLC2112-0209 NUC# 456
Nuc Model: MC-1 Elite
CONTRACTOR: Maronda Homes, Inc.
Nuc Serial#: 31456
JOB LOCATION: 7704 Sebastian Road
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-3rd/Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE P.C.F COMPACTION
1 S.W. 24"-36" 40 D 105.7 108.5 97.4%
2 N.W. 40 D 104.9 96.7%
3 Center 40 D 105.2 97.0%
4 N.E. 40 D 104.4 96.2%
5 S.E. 40 D 105.1 96.9%
Soil Description:
Brown Sand 110.0
W I I I I I I I I
In Place Moisture: E 109.0 i-
I
10 / C
108.0 —
.... _.I._ L..J. —.1...___....LIII ..J�IIII
...
Proctor Optimum Moisture: T
11.9% 107.0
Proctor Max. Dry Density: P.C.F. F T -T.0 106.0108.5 �. _ � _ . . �
F I
@ Test Locations the Density& 105.0 T-
.___...
Penetrometer readings indicate the D I I
Degree of Compaction Meets R 104.0 _1_..L..J..
Minimum Requirement Y I I I I I I I
For an Unstaked Foundar°- - 103.0
Respectfully Submitted: A. 7 8 9 10 11 12 13 14 15
. 111'f
C
• 71 Moisture-%of Dry Weight
�� �. '•��CENgF 'i
No 69841 % Disclaimer: Contractor is responsible to maintain the tested area in
Digitally sigr;e —
aM«ak°b,E[I[0.MGn,PEil'1r.° by Eric A Mc$r* ' *• * =the condition that KSM completed the indicated passed
698[I on Ne tl°le suxeamm[NroNe • �
Date: compaction test. KSM is not responsible if the tested area has
PrbrcM roOinM Wstlmmeirtve nb /� •. : �`
2022.04.27 O ' STATE OF �4 been altered from the approved inspected condition.
N e`�mPa 09:57:27-04'0ll� ' •FCORIDR ' �j� ,
10NAI.
Eric A. McAra, P.E. Office ..._.._o_.
PE#69841 4/27/2022
Email to: malcomk@maronda.com
Test report shall not be reproduced,except in full,without the written approval of KSM Engineering&Testing
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