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723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL, 32771 ASTM D 1SS7 and ASTM D 6938 KSMengineering.net
DATE TESTED: March 3, 2021 KSM JOB #: 211682-id/CF/bm
PERMIT#: 20120705 NUC# 234
CONTRACTOR: Wynne Development Nuc Model: MC -DR
JOB LOCATION: 19 La Villa Way Nuc Serial #: MD60308234
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.W. 0" - 12" 50+ 106.8 109.7 97.4%
2. N.E. 107.4 97.9%
3. Center 108.1 98.5%
-4. S.E. 107.1 97.6%
5. S.W. 107.8 98.3%
Soil Description: W 111.0 1 I 1 I I 1
Brown Sand E I I I I I I
In Place Moisture: G 110.0
I I I I I
9.4% H
T I I I I I I
Proctor Optimum Moisture: 109.0----I----I —••�• — — 1— —
12.0% P I I I I I
Proctor Max. Dry Density: P.C.F. C I I I I I I
109.7
108.0
F
I I I I I
@ Test Locations the Density &
Penetrometer readings indicate the D 107.0 I I I I I
Degree of Compaction Meets R I I I 1 I I
Minimum Requirement Y - - - - -
forUnstakedFoundation 106.0----I----I-----4- —--1----- ----,
R``p` 1ttt�+ltytSubmitted: 9 10 11 12 13 14 15
Digitally �yPN E g y Moisture - % of Dry Weight
�. �,�GENSF'•,�'� signed by P
Disclaimer: Contractor is responsible to maintain
Q►;' i
No. 81439 Bryan E the tested area in the condition that KSM
Dahlke completed the indicated passed compaction test.
_ -0 C— m "�= Date: KSM is not responsible if the tested area has been
i�0 STATE OF : • !(/�2021.03.04 altered from the approved inspected condition.
�� FCORIOp:•' ���
14:00:35
Br'y5n�jks)`�.E.-05'00'
V.P. of Engineering
PE # 81439 3/4/2021
Email to: dotty@wynnebc.com
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