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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
PERMIT #:
CONTRACTOR:
JOB LOCATION:
October 25, 2021
2107-0004
James Trefelner
10900 Heil Road
Fort Pierce, Florida
KSM JOB #: 218208-1d/MH/jam
NUC # 630
Nuc Model: MC-1DR-P
Nuc Serial #: 30630
ITEM TESTED:
Guest House Pad
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 N.W.
011-1211 50
107.9
110.5
97.6%
2 N. E.
1
108.1
11
97.8%
3 Center
1
108.5
11
98.2%
4 S.W.
1
108.0
11
97.7%
5 S. E.
1
108.1
11
97.8%
Soil Description:
Brown Sand with Traces of Shell
In Place Moisture:
7.9%
Proctor Optimum Moisture:
10.0%
Proctor Max. Dry Density: P.C.F.
110.5
112.0
W
E 111.0
G
H 110.0
0i
T
109.0
j
P
C
108.0
T—
@ Test Locations the Density & F 107.0
Penetrometer readings indicate the
Degree of Compaction Meets 106.0 —1 T' I'' r 7 —'1
•
Minimum Requirement D
for Unstaked Foundation R
105.0
Respectfully Submitted: y 5 6 7 8 9 10 11 12 13
Digitally Moisture - % of Dry Weight
signed by
This Item has been electronically signed and Disclaimer: Contractor is responsible to maintain the tested area
sealed by Kalle,, P.E.FIL U, 68366 on
Julie Keller
the d.1d stated djectly t, th, dght usinga in the condition that KSM completed the indicated passed
digital signature.
Mutant c,p,,, f this d ... nt ... not Date: compaction test. KSM is not responsible if the tested area has
considered signed and sealed and the
, gnatd m any el—r-in
'up"',——ifin2021.10.25 been altered from the approved inspected condition.
13:408:48
OA
—'0 ' Julie E. Keller, P.E. P resi de nt
PE # 68366 10/25/2021
Email to: TrefelnerJ@bellsouth.net
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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