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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED:
September 16, 2021 KSM JOB #:
217436-1d/BS/ah
NUC #
528
PERMIT #:
2107-0879
Nuc Model:
MC-IDR-P
Nuc Serial #:
MD049528
CONTRACTOR:
Adams Homes
JOB LOCATION:
8311 Amalfi Circle
Lot 26, Waterstone
Fort Pierce, 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 N.E.
0" - 12" 45 107.2 108.8
98.5%
2 S.E.
1 106.9 "
98.3%
3 Center
1 107.7 "
99.0%
4 S.W.
1 108.0 "
99.3%
5 N.W.
1 107.5 "
98.8%
Soil Description: 110.0
I I I I I I I I
Brown Sand W I I I I I I I
E109.0 L..�..—..—..�..—..—..—..�..—..—.._
In Place Moisture: I I I I I I I I
G '
10.5% H 108.0 a—.. �..—.�—.. ..—I._..�—..—.�.—.._
Proctor Optimum Moisture: T
107.0 J.._.I_..l ._I._..L..J.._ _.._
12.0 % p I I I I I I
Proctor Max. Dry Density: P.C.F. 106.0 • • -4• • — • I 4--1 — • — -4 • • — • 1— -
108.8 C I I I I I I
I
@ Test Locations the Density &
F 1050 =— — 1—"t"-1'—"1-- —I"—'I—"-
Penetrometer readings indicate the
I I I I I I I
Degree of Compaction Meets
I
104.0 �— —' -
—I
Minimum Requirement
D I I T' I' �" f
for Staked Foundation
R I I I I I I I
103.0..�..—.i_..t.._i._..�..�..—.r—..�
Respectfully SubNa-Aally
VV it
Y 7 8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
signed by
T„isltem has bee^elec[ro^Ically slg^edand Julie Keller
Disclaimer: Contractor is responsible to maintain the tested area
sealed by Tulle Keller, P.E. EI. Llc. H—on
t„edateatMeldirectlyt°t„erig„t^,i^ga
d;gitalaignaNre. Date:
document
in the condition that KSM completed the indicated passed
noted copies of [b;s are not
�onslderede;gnada^d.aaladandt„e
compaction test. KSM is not responsible if the tested area has
signature must be verified on any elect,.—
2021 .09.1 6
been altered from the approved inspected condition.
15:23:00
Julie E. Keller, P.EOPIAPent
PE# 68366 9/16/2021
Email to: St. Lucie County Building Department; rick.johnson@adamshomes.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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