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SOIL COMPACTION REPORT
ASTM D 1557
and ASTM D 6938
DATE TESTED:
April 1, 2022
KSM JOB #: 2203380-1d/BS/ct
PERMIT #:
NUC # 456
Nuc Model: MC-1 Elite
CONTRACTOR:
Habitat For Humanity
Nuc Serial #: 31456
JOB LOCATION:
8007 Hibiscus Road
Fort Pierce , Florida
ITEM TESTED:
House Pad - 1st & 2nd Lift
TEST LOCATION
PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.E.
0" - 12" 40 D
107.4 109.8 97.8%
2 Center
0" - 12" 40 D
105.9
96.4%
3 S.W.
0" - 12" 40 D
106.6
97.1%
4 N.W.
12" - 24" 40 D
107.0
97.4%
5 S.E.
12" - 24" 40 D
106.0
96.5%
Soil Description:
Brown Sand
111.0 , I I
I I I I I I
W
110.0—..�..�..—I
— I—..�..�..�..-1.—.
E
In Place Moisture:
I I I
i109.0
I I I I
10.3 %
GI I
I I I I I I
Proctor Optimum Moisture:
H 108.0 T- �•..
—. —'
1— 1 r T 1-
10.2 %
T
107.0 �..�..-1.—.
—..�..�..�..-1.—.
Proctor Max. Dry Density: P.C.F.
P—
106.0 —
109.8
C I I
I I I I I I
@ Test Locations the Density
&
F 105.0 t -1—
t 1-- t"—t 1' —'
Penetrometer readings indicate
the
D 104.0 L • • J*-.. J .
— l . — .l — ..L .. J— -.. —1 . — .
Degree of Compaction Meets
R I I
I I I I I I
Minimum Requirement
y 103.0I I
I I I I I I
For an Unstaked Foundation
102.0 + --1 - -
— I • — • I — • I— + • • -4 —I —
Respectfully Submitted:
5 6 7
8 9 10 11 12 13 14
Moisture
- % of Dry Weight
Digitally
signed by Eric
A McAra
Date:
ao1a 1 e 2022.04.03
08:15:24
-04'00'
Eric A. McAra, P.E. Office Manager
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.
PE # 69841 4/2/2022
Email to: joseph@stluciehabitat.org
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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