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DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
Tllt CA 1 t ENGINEERING
Z%L-2A /I. AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
December 17, 2021
2110-0540
Wynne Development
9-Indigo Lane
Port St. Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 2110436-1d/MH/jam
NUC # 630
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DEPTH
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 S.W.
0" - 12" 50
112.9
114.7
98.4%
2 N.W.
112.7
98.3%
3 Center
112.8
98.3
4 S.E.
111.9
97.6%
5 N.E.
112.5
98.1%
Soil Description:
Brown Sand with Traces of Clay Fragments
In Place Moisture:
6.9%
Proctor Optimum Moisture:
11.0 %
Proctor Max. Dry Density: P.C.F.
114.7
116.0 I I I I I I I
W
E I I I I I I ! I
115.0.._.._..._.._.._.._..._.._.._.._.
I I I I I i
G
H 114.0 ..�.._ I./-4
.I._.. ..J.._.
.._.�II.T113.0 4_llI! ._�II
.
P112.0 .. 1I
....__..
@ Test Locations the Density & I I I I I 1
:._.._.._.._.-._..—.._.._.
Penetrometer readings indicate the F 111.0
Degree of Compaction Meets `\%0 tIltlfU�r I I I I I I I
110.0
Minimum Requirement D --- ----: — •—.._.._.,_.._.._.._.
I I I I I I I
for Unstaked Foundation, �J ' _ICEN.-, �� R
Respectfully Submitted: Y
109.0
DIgl�1lyNo.68366 6 7 8 9 10 11 12 13 14
:�
* * _ Moisture - % of Dry Weight
signer : A:
N,:,"'E`f, „ a Juliet! srarE of ��\ -Disclaimer. Contractor is responsible to maintain the tested area
mn Date: Ott` ' F�ORIDp . '?�� in the condition that KSM completed the indicated passed
��� SSA ...... � compaction test. KSM is not responsible if the tested area has
` 2021 12 216,DIUA1. tE `�� been altered from the approved inspected condition.
14:33:52
-05'00'
Julie E. Keller, P.E. President
PE # 68366 12/20/202.1
Email to: dotty@wynnebc.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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