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IV C! 1 t ENGINEERING
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Sebastian, FL. 32958
Z% � jW AND TESTING
Sebastian, FL. 32978
Orlando
Phoney 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 26, 2021 KSM JOB #: 212304-1d/CF/bm
PERMIT#:
20120704 NUC# 234
CONTRACTOR:
Wynne Development Nuc Model: MC -DR
JOB LOCATION:
36 Sierra Del Norte Nuc Serial #: MD60308234
Fort Pierce, 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. N.E.
0" - 12" 50+ 106.9 107.2 99.7%
2. S.E.
106.7 99.5%
3. Center
106.0 98.9%
-4. S.W.
105.8 98.7%
5. N.W.
106.3 99.2%
Soil Description:
108:0 1 I I I
W
Gray Sand
E I I I I
In Place Moisture:
I I
G I ! I
6.3%
H 107.0 L..- -1.-. �.._. L..-.._.
Proctor Optimum Moisture: I I 1
12.0%
P I I 1
Proctor Max. Dry Density:
P.C.F. C I 1 I 1
107.2
I 1 I I
F 106.0 �. _�.-.._..�..-..- r -..
@ Test Locations the Density &
I I I
Penetrometer readings indicate the
D I I I I
Degree of Compaction Meets R
I I
Minimum Requirement
I I
y
for Unstaked Foundation
105.04------------•-�------------,
R `"alA?V"mitted:
10 11 12 13 14
♦`�� N E 1)4
`♦`�-tQ'�;GENSF�r�`'��
Digitally Moisture - %of Dry Weight
Signed by Disclaimer: Contractor is responsible to maintain
No. 81439 -
-
Bryan E
�^ ry the tested area in the condition that KSM
Dahlke completed the indicated passed compaction test.
�Q •, STATE OF : • ((�`
=-.°" :;- Date: KSM is not responsible if the tested area has been
AN •!ciORIDP:' �2♦♦
2021.03.29 altered from the approved inspected condition.
aG�♦
10NAL
13:58:52
Bryan V. tdtime, P.E.
-04'00'
V.P. of Engineering
PE # 81439 3/29/2021
Email to: dotty@wynnebc.com
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