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� � �N� TESTING
Box 78-1377
Sebastian, FL. 29 81
Seb stian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering•net
DATE TESTED:
April 12, 2022
KSM JOB #: 2203740-1d/BS/KT
RECEIVED
NUC # 456
PERMIT #:
Nuc Model: MC-1 Elite
CONTRACTOR:
Homecrete Homes APR 2 5 2022
Nuc Serial #: 31456
JOB LOCATION:
1408 Lone Pine Drive St. Lucie County
Permittinn
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill for the House Pad
TEST LOCATION
PEN DRY MAX.
DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 S.W.
0" -12" 40 D 109.0
112.0 97.3 %
2 Center
0" -12" 40 D 110.9
of99.0%
3 N.E.
0" -12" 40 D 110.1
98.3%
4 N.W.
12" - 24" 40 D 109.5
97.8%
5 S.E.
12" - 24" 40 D 109.6
97.9%,
Soil Description:
Brown Sand With Some Clay
In Place Moisture:
11%
Proctor Optimum Moisture:
10%
Proctor Max. Dry Density: P.C.F.
112:0
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
For an Unstaked Foundation
Respectfully Submitted:
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signed by Eric •
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No 69841 r„
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A McAra
Date.
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2022.04.12
STATE OF ;sty,
22:23:53
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113.0 1 1 1 1 1 1 1 1
W I I I I I I I I
I 112.0 t—....i.._r_..-T j_..�..._
G I I I I I 1
H 111.0 i—..�.._�._..�. �.._j._..j_ ..1...
T
I I I I I
P 110.0;—...._�. �...�.._j._..j_...1..._
C I I I I I I I
F 109.0 -1—.. �._..�..�.._j._..j_..�..._
D I I I I I I I
R 108.0 L..�.._1._..�...}.._I._..I_..�..._
Y107.0
I I I I I I I
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.
Eric A. McAra, P.E. Office Manager
PE # 69841 4/12/2022
Email to: mshowman@homecretehomes.com
Test report shall not be reproduced, except In full, without the written approval of KSM Engineering & Testing
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