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DATE TESTED: January 31, 2022
PERMIT #: 2109-0664
CONTRACTOR: Ruben Smith
JOB LOCATION: 801 North 35th Street
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 2201040-1d/BS/iam
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. E.
011-1211 35 D
104.8 107.6
97.4%
2 Center
11 35 D
105.0 11
97.6%
3 S.W.
11 35 D
104.5 11
97.1%
Soil Description:
Gray Sand
In Place Moisture:
8%
Proctor Optimum Moisture:
10%
Proctor Max. Dry Density: P.C.F.
107.6
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
For an Unstaked Foundation
Respectfully Submitted -
tally
signed by
This
has beenlg.,d and sealed by Julie Keller, P,E R L,,, 68— Julie Keller
the d— stated directly to the right using a
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P,I,t,,d ,p,,,, �f th,, documentare not Date:
—,d—d signed and —W and the
"--, mustbevenfedon anyelectro
copies. 2022.01.31
17:44:26
AV Julie E. Keller, PAAS, nt
PE # 68366 1/31/2022
Email to: rubensmith1961@gmail.com
109.0
W
E 108.0 j-
G
107.0 H
T
106.0
P
C 105.0 -T.. F
—1
F..
F
104.0
D
R
103.0 —.1. L—
y
J.. 1. —
L.. —1
102.0
—4, 4 —
5 6 7 8
9 10
11 12 13
Moisture -
% of Dry Weight
Disclaimer: Contractor is responsible to maintain the tested area in
the condition that KSM completed the indicated passed
compaction test. KSM is not responsible if the tested area has
been altered from the approved inspected condition.
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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