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tl CP 1 t ENGINEERING PO Box 78-11377
U.S. Highway 1
n, FSbastiaL 32958
� � j%% AND TESTING hone:
Orlando
772 589-0712
723 Progress Way
SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
March 3, 2021 KSM JOB #: 211678-1d/CF/bm
PERMIT#:
20120678 NUC# 234
CONTRACTOR:
Wynne Development Nuc Model: MC -DR
JOB LOCATION:
196 Mediterranean Blvd N Nuc Serial #: MD60308234
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W.
0" - 12" 50+ 107.8 110.6 97.5%
2. N.W.
" " 109.7 " 99.2%
3. Center
108.7 98.3%
4. N.E.
109.1 98.6%
5. S.E.
108.5 98.1%
Soil Description:
W 112.0 1 I I I I 1
Brown Sand with
E I I I I I I
Traces -of Clay
I I I I I I I
111.0 .._.i_.._i.—..i..... ..
In Place Moisture:
G
i i
8.3 %
H
T I I I I I I
Proctor Optimum Moisture: 110.0 �— — I — — — — • — J— —
12.0%
P I I I I I
Proctor Max. Dry Density: P.C.F. C I I I I I I
109.0
110.6
F
1 I I I I
@ Test Locations the Density &
Penetrometer readings indicate the D 108.0
Degree of Compaction Meets R
Minimum Requirement
Y
for Unstaked Foundation
107.0 �- --I— --I--- -------;— •—,
Res ytted:
9 10 11 12 13 14 15
Thisa been Wy sg„ed and
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nav elevonk
s�Kd E•/8r n E. W'W.K FL L•c 814M
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C-EN/i
�-• V\ S(t �--�
mLheda,,nanuddnttry,p Moisture - %of Dry Weight
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adigtols�gwwre.
Na 8'1439
Rimed copies d this d rnan. are no<
mn.uereasigned! and xaiaaand ,ne Disclaimer: Contractor is responsible to maintain
.,n.-rn-,b p"fi a°°a'"e'PC1'°"" the tested area in the condition that KSM
completed the indicated passed compaction test.
,0 •, STATE OF : • ((�
Digitally signed by KSM is not responsible if the tested area has been
'-FGORIOP:-- 2�
R-
altered from the approved inspected condition.
Bryan E Dahlke pp p
S1°NA`,�,,
Date:2021.03.04
Bryan E. ba�Ike, P.E.
13:59:05-05'00'
V.P. of Engineering
PE # 81439
3/4/2021
Email to: dotty@wynnebc.com
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