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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
December 17, 2021 KSM JOB #: 2110442-ld/MH/jam
PERMIT#:
2109-0594
NUC# 630Nuc
Model: MC-IDR-P
CONTRACTOR:
Wynne Development Nuc Serial #: 30630
JOB LOCATION:
3 JacarandaLane
Port St. Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 S.W.
0" - 12" 50 108.7 111.0
97.9%
2 N.W.
" " 108.3 1197.6%
3 Center
" " 108.0 1197.3%
4 S.E.
108.1 197.4%
5 N.E.
108.0 "
97.3%
Soil Description:
Brown Sand
In Place Moisture:
6.1%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.0
112.0 1 I I I I I I I
W
E I I I I I I I I
111.0 T—..r.. �.. �..;.._.
c I I I I I I
T 110.0 �..�.._.I.—..r. _.I._.. ..�.._.
I I I I I 1 I
P 109.0 -l—.. ..—'I — .�..�.._.�.—.. .. ..—.
C 1 I I I I I
@ Test Locations the Density & 108.0+---1--••—I---F---� -•--
Penetrometer readings indicate the
F I I I I I I I
Degree of Compaction Meets `` •V1�11111fill.,� 107.0 I -I1--I •--- I —II ----1-
I --1
..—.
Minimum Requirement EKE4D
for Unstaked Foundation RIceF 106.0 --—( -
RespectfullySubm'' ed:-Y
UIg.taIIy-No.68366 � 6 7 8 9 a10 11 12 13 14 /o Moisture - of Dry Weight
signglby
""` ""„"°""° "'°"" JUI12-LVEI��i {4: Disclaimer: Contractor is responsible to maintain the tested area
�O; FTaTE OF �4` in the condition that KSM completed the indicated passed
Date: ,�i s� • . G�`�� OP
compaction test. KSM is not responsible if the tested area has
�• 2021.12�2EJ��NAL been altered from the approved inspected condition.
14::0//�9::35
Julie E. Keller, P.E. 0yeiBgQt
PE # 68366 12/20/2021
Email to: dotty@wynnebc.com
Test report shallnot be reproduced, except in full, without thewritten approval of KSM Engineering & Testing
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