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Sebastian, FL. 32978
Orlando
Phone:772-58589-0712-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM
D 6938 KSMengineering.net
DATE TESTED: February 5, 2021
KSM JOB #: 211014-1d/1M/jo
PERMIT#: 20120579
NUC# 234
CONTRACTOR: Wynne Development
Nuc Model: MC -DR
JOB LOCATION: 14495 Isla Flores
Nuc Serial #: MD60308234
Spanish Lakes Fairways
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. S.E. 0" - 12" 49 105.1
107.6 97.7%
2. S.W. 50 107.1
99.5%
3. Center 47 104.3
96.9%
4. N.W. 46 103.9
96.6%
5. N.E. 50 105.6
98.1%
Soil Description: 109.0
Brown Sand W
'
E I
I I I I I
In Place Moisture: G a 108.0 —..—.�—..—�.—..—�.—..
�..--- -..
I I I I I
5.8% H I
T
I I I I
Proctor Optimum Moisture: 1070„—•)—,•—j,—(,—,
.,•—•.1..—•„
12.0% P
I I I
Proctor Max. Dry Density: P.C.F. C I
I I I I I
107.6 106.0
..4......
F
I I I I I
@ Test Locations the Density &
I I I I
Penetrometer readings indicate the 1050
1—..—.I._..—r._..1..—.. ..—...
Degree of Compaction Meets R I
I I I I I
Minimum Requirement Y
I I I I I
for Staked Foundation
Re 9
10 11 12 13 14 15
`RNEtf¢lllyEJy4)nitted:
E
.DAhy,
Digitally F.
Moisture - % of Dry Weight
signed by
Disclaimer: Contractor is responsible to maintain
No. 81439 _ Bryan E
the tested area in the condition that KSM
Dahlke
completed the indicated passed compaction test.
f� ma•"V""""'""""`"` Date:
KSM is not responsible if the tested area has been
STATE OF
%'c�t. ' .FtoRtDP.-' ���.� 2021.02.08
altered from the approved inspected condition.
.max sS......... Nv``. 10:56:30
Bryan 16wllee,P.E.-05'00'
V.P. of Engineering
PE # 81439 2/8/2021
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