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723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: February 2, 2021 KSM JOB#: 210899-1d/AH/ah
PERMIT#: 20120580 NUC# 240
CONTRACTOR: Wynne Development Nuc Model: MC-1 Elite
JOB LOCATION: 5 Grande Vista Way Nuc Serial#: 31240
Spanish Lakes I
Port St. Lucie, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. 0" - 12" 50+ 109.3 111.6 97.9%
2. S.W. I I 11109.7 1198.3%
3. Center 11 11108.9 1197.6%
4. N.W. I I 11108.2 1197.0%
5. N.E. I I 11109.5 1198.1%
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Soil Description: 112.0
W I I I I I I
Brown Sand with E I I I I
Some Clay I I I I I
111.0 �..—..—..—...—..—.. —..—..—.. —...
In Place Moisture: I I I
77% H I I I I I I
T
Proctor Optimum Moisture: 110.0
13.0% P I I I I I
I I I I
Proctor Max. Dry Density: P.C.F. c
109.0 _—..—.I—.. I.—..—I..—..�..—..�..—...
111.6 F I I I I I
@ Test Locations the Density& I I I I
Penetrometer readings indicate the 108.0
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I
for Unstaked Foundation 107.0
Respectfully Submitted: 9 10 11 12 13 14 15
Digitally
Moisture -% of Dry Weight
signed by
Disclaimer: Contractor is responsible to maintain
This item has been electr,nicallysig-d and Bryan E the tested area in the condition that KSM
sealed by Bryan E.Nhlke,PE FL.Li,81439
ont igrtateddirectlytotherightusing
a digitallt,l signature Dahlke completed the indicated passed compaction test.
.
Printed copies of this documents are not
°°sidered signed a nd sealed and the Date: KSM is not responsible if the tested area has been
signature must be verified on any electronic
°pies 2021 .02.03 altered from the approved inspected condition.
15:03:06
Bryan E. Dahlke, P.E. -05�OO�
V.P. of Engineering
PE#81439 2/3/2021
Email to: dotty@wynnebc.com
Proudly Serving Florida since 1990