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PO Box
Sebastian, FL. 32958
AND TESTING
Orrlando
Phone: 772589 0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
September 28, 2020 KSM JOB #: 204771-1d/CH/)o
PERMIT#:
NUC# 417
CONTRACTOR:
R & E Loader Service Nuc
Model: 3500
JOB LOCATION:
594 Beach Avenue Nuc
Serial #: 3417
Port St Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E.
0" - 12" 45
109.4
113.4
96.5%
2. S.W.
48
109.9
96.9%
3. Center
43
108.8
95.9%
4. N.E.
45
109.1
96.2%
5. N.W.
45
109.6
96.6%
Soil Description: 115.0
Brown Sand with some W
E
Shell I I I I I
I I I I I I
In Place Moisture: G 114.0 — i— —I— •—�•— �••—•• ••—•••
12.7% H I I I I I
T
Proctor Optimum Moisture:
113.0 t
11.0% P
Proctor Max. Dry Density: P.C.F. C •—• II —•
II III —
112.0 I I
.„.—_...
113.4 F ,
@ Test Locations the Density & I I I I I
Penetrometer readings indicate the D 111.0 ••—•1—"—'I'—"—t'—"-1"—"1"'—"'
Degree of Compaction Meets
Minimum Requirement R
Y I I I I I
for Unstaked Foundation 110.0 •—•;—••—;•—••—>•—••— ••—••4••—••,
Rest�ggtfpj�,ybmitted: 8 9 10 11 12 13 14
``PN E Dq��2i,� pI Ita�� Moisture- % of Dry Weight
• i
Q', 1.10ENS :' �� ice' g y
signed by Disclaimer: Contractor is responsible to maintain
No. 81439 _ '...... 1gnedan° Bryan E Dahlke the tested area in the condition that KSM
* * *°�"�/ Date:
completed the indicated passed compaction test.
-0 �� KSM is not responsible if the tested area has been
��0�'• STATE OF :'���C °^ °` i1heVe°feOOnanyeMp" 2020.09.29 altered from the approved inspected condition.
���s'•.FGORID , ''� 12:47:25
/�iS/0NAL ON",\-04'00'
BryaYYWhlke, P.E.
V.P. of Engineering
PE # 81439 9/29/2020
Email to: mcarthuresther@bellsouth.net
Proudly Serving Florida since 1990