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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
October 14, 2021
2109-0027
Christania Selph
212 Corinne Road
Fort Pierce, Florida
KSM JOB #: 218438-1d/BS/jam
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED:
Metal Building Pad
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1 N.W.
0" - 12" 45
112.7 114.2
98.7%
2 N.E.
I I 11112.4
1198.4%
3 S.E.
I I 11113.0
1198.9%
4 S.W.
11 11113.5
1199.4%
Soil Description:
Brown Sand with Traces of Rock and Clay
In Place Moisture:
9.2%
Proctor Optimum Moisture:
12.0 %
Proctor Max. Dry Density: P.C.F.
114.2
116.0
W I I I I I I I
E I 115.0J_..�..—..I —..T..—,.—..�..�..—..—.._
� � I I I I I
H114.0 �..
T I I I I I I
113.0 t—..J.._.I — —I._..L..J.
P I I I I I I I
C 112.0 T..�..—.I +..—I.—..�..�..—. —.._
@ Test Locations the Density & F 1110 =— I—"t"—I'—"1--"1"—'I—"-
Penetrometer readings indicate the
I I I I I I I
Degree of Compaction Meets 110.0 ,— — — -
Minimum Requirement D I I—' T' —I —"r I—'
for Staked Foundation R I I I I I I I
109.0..�..—.i—..t..—�.—..r..�..—.�—..�
Respectfully Submitted: Y 7 8 9 10 11 12 13 14 15
Digitally Moisture - % of Dry Weight
signed by
Thi, — has been el-r-i Ilysigned°"d Julie Keller Disclaimer: Contractor is responsible to maintain the tested area
aled 1, Julie Keller, P.E. FL L,, 68366 on
[he data stated dire "t° the right nsinga in the condition that KSM completed the indicated passed
digital sI,n,l,r, Date: Printed o°Pies°f this d—nn,nt are^°, compaction test. KSM is not responsible if the tested area has
—d—d signed and sealed and the
='gnat°'`most be"e"fled°nany ele °"` 2021 .1 0.1 5 been altered from the approved inspected condition.
13:52:31
-04'00'
Julie E. Keller, P.E. President
PE# 68366 10/15/2021
Email to: selphcm@gmail.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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