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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
June 10, 2021 KSM JOB #:
214360-1d/SS/ah
NUC#
528
PERMIT #:
P
Nuc Model:
MC-IDR-P
Nuc Serial #:
MD049528
CONTRACTOR:
Wynne Development
JOB LOCATION:
57 Grande Camino Way
Coutry Club Village
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.W.
0"-12" 50+ 108.7 111.4
97.6%
2 N.E.
110.1
98.8%
3 Center
107.9
96.9%
4 S.E.
IT 109.5
98.3%
5 S.W.
" 109.0
97.8%
Soil Description: 113.0 I I I I I I
Brown Sand W
E 112.0 L.. �..—.i—.. � ..—�.—..� .. �..—.�—.._
In Place Moisture: I I I I I I I I I
7.8% H 111.0 �.. �..—.�—.. ..—�. I..—.�—.._
I I I I I
Proctor Optimum Moisture: T 12.0% 110.0
tI .. yJ.III ._..IrL
P
Proctor Max. Dry Density: P.C.F. 109.0 -4.—I I•—..1--I .....4
I
...... —_-.I
111.4 C
@ Test Locations the Density & F 108p
Penetrometer readings indicate the III ---.•..•._-
_ I I I I
Degree of Compaction Meets 107.0 - "
Minimum Requirement D I I— 'T' —I —""r
forStakt�t�fia4indation R 106.0 — i—•• Ir••—i•— r—s••—•i—••�
R`>ipt,ULYOA6(0 d: Ynrs�e .pkR�, FL egg Y 7 g 9 10 11 12 13 14 15
�p Moisture - % of Dry Weight
No. 81439 Disclaimer: Contractor is responsible to maintain the tested area
in the condition that KSM completed the indicated passed
a Ar--7:Digitally signed by compaction test. KSM is not responsible if the tested area has
'0 •. STATE OF i - - Bryan E Dahlke been altered from the approved inspected condition.
"'•�.ORIDP;.•' ���` Date: 2021.06.11
NAI. �?��� 13:57:42-04'00'
Bryan hhhhllt �� . V.P. of Engineering
PE # 81439 6/11/2021
Email to: dotty@wynnebc.com
Test reportshall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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