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SOIL COMPACTION -REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
January 20, 2022
KSM JOB #: 2200671-id/BS/ct
PERMIT#:
21100836
NUC# 456
Nuc Model: MC-1 Elite
CONTRACTOR:
Wynne Development
Nuc Serial #: 31456
JOB LOCATION:
58 Mediterranean Boulevard North
Port St. Lucie, 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.W.
0" - 12" 45 D 105.5 108:8 97.0%
2 N.W.
45 D 105.7
97.2%
3 Center
45 D 105.2
96.7%
4 S.E.
45 D 106.2
97.6%
5 N.E.
45 D 106.0
97.4%
Soil Description:
Gray Sand
In Place Moisture:
9%
Proctor Optimum Moisture:
10 %
Proctor Max. Dry Density: P.C.F.
108.8
110.0 -
W
E 109.0
H108.0 7-..�..-1.—.a—.. —4.——..�.._
I I I I I I I
T 107.0 i ....—i.—.I ....—�..—.� ..�.._
P
C 106.0 �.. �..—�. ._—.. ..—�..—.�—..—.._
F I I I I I I I I
@ Test Locations the Density & 105.0
Penetrometer readings indicate th `♦1111I 1 t t 11 i,l�� D I I I 1 I 1
Degree of Compaction Meets ♦♦♦J�`E KEtt�OR 104.0
Minimum Requirement ♦ ) . '►►cENgF .-�
For an Unstaked Foundatio103.0
Respectfully Submitted: No.68366 _ 5 6 7 8 9 10 11 12 13
Dlgltag�*; * *= Moisture - %of Dry Weight
signe r
STATE OF I(,��
-Jisc(aimer: Contractor is responsible to maintain the tested area in
„NKuw Julie Ke FCOR►DP.•' �'�♦� p
,,..�°..�.,o,�•.M. �i,Ss,
...... the condition that KSM completed the indicated passed
Date: ".,,!oNAL ��♦♦ compaction test. KSM is not responsible if the tested area has
2022.01.21 been altered from the approved inspected condition.
14:02:01
Julie E. Keller, P.E. PfAi9t3fit
PE.#_68366 1121/z022
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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