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tl C01 t ENGINEERING
U.S. Highway 1
PO Box 78-113777
Sebastian, FL.32958
Sebastian, FL. 3297
I % &J jVL AND TESTING
Olando
Phone: 772 589-0712
723 Progress Way
SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KS Meng ineering.net
DATE TESTED:
September 8, 2020 KSM JOB If: 204924-2d/CH/jo
PERMIT#:
NUC# 417
CONTRACTOR:
R & E Loader Service Nuc Model: 3500
JOB LOCATION:
907 Gopher Ridge Road Nuc Serial If: 3417
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill - 3rd/Final Lift
TEST LOCATION
PEN DRY MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.W.
0" - 12" 45 108.4 111.0 97.7%
2. N.E.
108.8 98.0%
3. Center
107.9 97.2%
4. S.W.
108.5 97.7%
5. S.E.
109.0 98.2%
Soil Description:
112.0 I I
Tan Sand with traces of
W
E I I I I I
Clay
In Place Moisture:
G
11.4%
H T-
T I I
Proctor Optimum Moisture:
I
12.0%
P I
110.0
Proctor Max. Dry Density:
P.C.F. C I I 1 T
111.0
I I
@ Test Locations the Density
& 1
Penetrometer readings indicate
109.0 .._.I._.._I.._..J.._..1.._...
the � I I
Degree of Compaction Meets D I
Minimum Requirement
R j I I
y I I I I I
for Unstaked Foundation
108.0—
Respddtl lY 6k*l
9 10 11 12 13 14 15
,mitted:
E..oAy�''.,�
Digitally
Q. •' �,�CENS�c'•.
signed by Moisture - % of Dry Weight
No. 87439
Bryan E Disclaimer: Contractor is responsible to maintain
Dahlke the tested area in the condition that KSM
=.o '• �_
o""re completed the indicated passed compaction test.
Date:
Q STATE OF :(��
KSM is not responsible if the tested area has been
2020.09.09 altered from the approved inspected condition.
ss!aNatL tE?G �� -09: 2:16
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 9/9/2020
Email to: mcarthuresther@bellsouth.net
Proudly Serving Florida since 1990