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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#: 210903-1d/CH/ah
PERMIT#: 20100035 NUC# 417
CONTRACTOR: Wynne Development Nuc Model: 3500
JOB LOCATION: 78 Las Casitas Nuc Serial#: 3417
Country Club Village
Ft. Pierce, 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. N.E. 0" - 12" 45+ 109.2 111.4 98.0%
2. Center 11 11110.1 1198.8%
3. S.W. I I 11109.6 1198.4%
-
Soil Description: 112.0
W I I I I I I
Brown Sand E I I I I
G 111.0 �.._.._.._..._.._... —.._...
In Place Moisture: I I I I I
78% H I I I I
T
Proctor Optimum Moisture: 110.0 — — —I,—, —I,•—„ I••—••1• _
12.0% P I I I I I
I I I I
Proctor Max. Dry Density: P.C.F. c
109.0 __.._.I—.. I._..—I.._..�.._..�.._..
111.4 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: Digitally 8 9 10 11 12 13 14
signed by Moisture -% of Dry Weight
This Item has been electronlcallysignetland Bryan E Disclaimer: Contractor is responsible to maintain
sealed by Bryan E.Dahlke,PE FL Lk.81439
n tbed-stated directly t.-right using Dahlke the tested area in the condition that KSM
a digital s ignature.
Printed copies 0 this documents are not
onsidered signedandseale1-1th' Date: completed the indicated passed compaction test.
signature must be verified on any electronic
KSM is not responsible if the tested area has been
2021 .02.03 altered from the approved inspected condition.
15:07:17
Bryan E. Dahlke, P.E. -05'00'
V.P. of Engineering
PE#81439 2/3/2021
Email to: dotty@wynnebc.com
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