HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 9-2-21Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
REVISED: PERMIT ADDED
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
1P 40 1 t ENGINEERING
i117iVi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
September 22, 2021
September 2, 2021
2012-0666
PJ Trucking & Land Clearing
9507 S Indian River Drive
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 217027-1d/BS/ah
NUC # 528
Nuc Model: MC-IDR-P
Nuc Serial #: MD049528
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1 S.E. 0" - 12"
45
106.0
108.8
97.4%
2 S.W.
40
105.5
97.0%
3 Center
40
105.8
97.2%
4 N.W.
45
106.2
97.6%
5 N.E.
45
106.4
97.8%
Soil Description:
110.0
I I I I I
I 1
Gray Sand
W
E 109.0 L..
�..—.�—.. ..—�.—..�
�..—.�—.._
In Place Moisture:
I I
I I I I
I I
8.9%
G '
H 108.0 �—..
�..—.�—.. ..-1._..�—..
I.._.�.—.._
Proctor Optimum Moisture:
T
107.0
J.._.I_..l ._I._..L..J..
I_.._
0
12.0 %
p
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
@ Test Locations the Density &
F 105.0 I—
Penetrometer readings indicate the
I I I I I
I I
Degree of Compaction Meets
104.0 I
"T" "�"
—I
Minimum Requirement
D j
I I'
f
for Unstaked Foundation
R 103.0..�..—.i_..t.._i._..�..�..—.r—..�
I I I I I
I I
Respectfully Submitted:
Y 7
8 9 10 11 12
13 14 15
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.
Julie E. Keller, P.E. President
PE # 68366 9/22/2021
Email to: pjtruck@yahoo.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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