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DATE TESTED: February 10, 2022
PERMIT #: 2110-0626
CONTRACTOR: St. Lucie Site Development LLC
JOB LOCATION: 5458 Silver Oak Drive
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:
2200981-1d/BS/ct
NUC #
456
Nuc Model:
MC-1 Elite
Nuc Serial #:
31456
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.W.
011-1211
40 D
107.3 108.3
99.1%
2 Center
011-1211
40 D
105.8 11
97.7%
3 S.E.
011-1211
40 D
106.4 11
98.2%
4 N. E.
1211-2411
40 D
106.1 11
98.0%
5 S.W.
1211-2411
40 D
107.0 11
98.8%
Soil Description:
Brown Sand
In Place Moisture:
10.6%
Proctor Optimum Moisture:
10%
Proctor Max. Dry Density: P.C.F.
108.3
110.0
W
E 109.0
I T— '' —1 ..—.I..—.._.._.._...—..
—,I* — — F,
G I
108.0
H
T
107.0 J—
P
C 106.0 4-
I IT I
F
@ Test Locations the Density & 105.0
Penetrometer readings indicate the D
Degree of Compaction Meets R 104, —.1. —L.. J.. —J. — L.. J
Minimum Requirement y
For an Unstaked Foundation 103.0 4-- — —4' + —4 A. — ---A
Respectfully Submitted: 5 6 7 8 9 10 11 12 13
Digitally Moisture - % of Dry Weight
signed by
d Disclaimer: Contractor is responsible to maintain the tested area in
,�f,dbyJulie Kell ,�P,E,F1,Li,,68366: Julie Keller
the dtt, staled directly t. the r,ght .—g the condition that KSM completed the indicated passed
digital signature.
P, -d i- f thh, d—m— Date: compaction test. KSM is not responsible if the tested area has
.... id,r,d signed and sealed ,d the
2022.02.15 been altered from the approved inspected condition.
13:52:11
Julie E. Keller, P.E. Presi-0599t
PE # 68366 2/14/2022
Email to: slsdevinc@aol.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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