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ti%% AND TESTING
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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
November 17, 2021 KSM JOB #:
219527-1d/1M/ah
PERMIT #:
2109-0516 NUC #
215
Nuc Model:
MC-IDR-P
CONTRACTOR:
Wynne Development Nuc Serial #:
MD80404215
JOB -LOCATION:
11 Palo Alto
Spanish Lakes
Port St. Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
DEPTH
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 S.E.
0" - 12" 14D 111.3 113.0
98.5%
2 S.W.
14D 112.4
99.5%
3 Center
15D 112.1
99.2%
4 N.W.
15D 112.8
99.8%
5 N.E.
15D 112.5
99.6%
Soil Description: 114.0
BrowrrGray Sarrd-with I I I I I I I
W I I I I I I I I
Some Clay E
In Place Moisture: I 113.0 I—••-1 --I-- r i. — r —�„—
9.8% G I I I I I I
Fi •F....—.�.—.... .f—..t. —.
Proctor Optimum Moisture: T 112.0
12.0% 1 1 1 I I I I I
Proctor Max. Dry Density: P.C.F. P 111.0 4---••—+—. �..—.�—..}..�..—,
113.0 C I I I I I I I I
@ Test Locations the Density & 110.0 4— —1 }-.�..—.i—..�..—�..—.
Penetrometer readings indicate the F I I I I I I I I
Degree of Compaction Meets `01111ti111j/� 109.0 L-•----I--•.1--. I-.—.1—..a—..—I..—.
Minimum Requirement �"`J\,\E KE��� i��� D
for Staked Foundation R -- — - - '
108.0 —(- )—..�..—.(—.. �..—!..—.
Respectfully Submitted: Y 7 8 9 10 11 12 13 14 15
DL Italy No- 611366
g * * _ Moisture - % of Dry Weight
signERi jDy —
m,.,,�,,, !V� '°°°"°'� Julie F. STATE OF Disclaimer: Contractor is responsible to maintain the tested area
��e- !(r �
Date: �i�F .•' ��`� in the condition that KSM completed the indicated passed
com
action test. KSM is not
.� 2021.11 l�S10HAL 1E�been altered from the approved inspected onditle if the tonted area has
14:35:03
-05,00,
Julie E. Keller, P.E. President
PE 9 68366 11/18/2021
Email: St. Lucie County Building Department; dotty@wynnebc.com
Test report shalltrotbe reproduced; except in full; without the written approvalof IfSM-Engineering & Testing
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