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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#: 210905-1d/CH/ah
PERMIT#: 20120676 NUC# 417
CONTRACTOR: Wynne Development Nuc Model: 3500
JOB LOCATION: 51 La Porta Del Norte 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.W. 0" - 12" 45+ 110.2 112.1 98.3%
2. Center 111.0 99.0%
3. S.E. 110.6 98.7%
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Soil Description: W 113.0 I I I I I I
Brown Sand with E I I I I I
Shell Fragments I I I I I
112.0 _.._.._..._.._..._ _. _.._...
In Place Moisture: I I I I I
8.0% H I I I I
T
Proctor Optimum Moisture: 111.0
12.0% P I I I I I
I I I I
Proctor Max. Dry Density: P.C.F. c
110.0 __.._.I—. —.I._..—I.._..�.._..�.._...
112.1 F I I I I I
@ Test Locations the Density& I I I I
Penetrometer .readings indicate the 1090 L
g D I 1_.._.I._.._I.._..y.._..rt.._...
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I I
for Unstaked Foundation 108.0
Respectfully Submitted: 8 9 10 11 12 13 14
Digitally
signed by Moisture -% of Dry Weight
" M1d"ee Bryan E Disclaimer: Contractor is responsible to maintain
."`m e" "d 'gee' the tested area in the condition that KSM
eal aM1lke,PE FL LIc.e
n°d:=d�a=edd,e�=1 o M1e,gM1,g Dahlke ea
o=M1=docme completed the indicated passed compaction test.
„aeem�'��be-,fi.doa-yM1e c Date:
KSM is not responsible if the tested area has been
2021 .02.03 altered from the approved inspected condition.
15:37:48
Bryan E. Dahlke, P.E. -05'00'
V.P. of Engineering
PE#81439 2/3/2021
Email to: St. Lucie Building Department; dotty@wynnebc.com
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