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SOIL -COMP -ACTION -REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
January 20, 2022
KSM JOB #: 2200672-1d/BS/ct
PERMIT#:
21100541
NUC# 456
Nuc Model: MC-1 Elite
CONTRACTOR:
Wynne Development
Nuc Serial #: 31456
JOB LOCATION:
150 Camino Del Rio
Port St. Lucie, Florida
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.
0" - 12" 45 D
108.5 112.2 96.7%
2 N.E.
45 D
107.4
95.7%
3 Center
45 D
107.0
95.4%
4 S.W.
45 D
108.9
97.1%
5 S.E.
45 D
107.3
95.6%
Soil Description:
-
Brown Sand with Traces of Rock 114.0I I I I I I I I
W
E 113.0 •�—.. �..—�.—.�—.. .._�..—.�—..� .._
In Place Moisture: I I I I I I I
Proctor Optimum Moisture: T I I I I I
10 % 111.0
Proctor Max. Dry Density: P.C.F. F, I I I I I I
C110.0 L.._..—.. ._—.._..—...—._—..—.._
112.2 F I I I I I I I
@ Test Locations the Density & 109.01—••—1.—.J—..1..—I..—.I—..L.._
Penetrometer readings indicate the0%11111111/1" D
Degree of Compaction Meets `-,\\%< R
'VF 108.0—----r---I--'1—t"—I----
Minimum Requirement e•y
►GEI I I I I I I
For an Unstaked Foundatior� 107.0
Respectfully Submitd it� No. 68366 5 6 7 8 9 10 11 12 13
�I��JJ * c * = Moisture - % of Dry Weight
signe:dopy : fez
g
r " Julie
iNQ STATE OF Ar )isclaimer. Contractor is responsible to maintain the tested area in
u,mW.u<.....PE.a.kmcso. P `
;r ��� ' _FCOR►D ♦ N the condition that KSM completed the indicated
Date: s` V P passed
�iis�0 compaction
m=• ,",�„ 2022.01.21�7jtiP/p1j11►test. KSM is not responsible if the tested area has
been altered from the approved inspected condition.
14:01:17
-05'00'
Julie E. Keller, P.E. President
PE # 68366 1/21/2022
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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