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SOIL COMPACTION REPORT
C.A.# 5693
Sanford, FL. 32771
ASTM D 1557 and ASTM D 6938
KSMengineering.net
DATE TESTED:
April 5, 2022
KSM JOB #: 2203448-1d/MR/KT
RECEIVED
PERMIT #:
SLC2201-0393
NUC # 276
APR 0 8 2022
Nuc Model: MC -DR
CONTRACTOR:
Maronda Homes, Inc.
Nuc Serial #: MD40107276
St. Lucie County
JOB LOCATION:
7007 Fort Walton Avenue permitting
Fort Pierce, Florida
ITEM TESTED: Compacted Foundation Fill for the Housepad
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1 N.W. 1st
12" - 24"
46
2 N.E. 1st
12" - 24"
44
3 Center 2nd
0" -12"
47
4 S.W. 2nd
0" - 12"
46
5 S.E. 2nd
0" -12"
47
Soil Description:
Gray Sand
In Place Moisture:
10.1
Proctor Optimum Moisture:
10%
Proctor Max. Dry Density: P.C.F.
107.8
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
For a Staked Foundation
Respectfully Submitted:
Digitally E
NR�',',��i
signed by No 69841 M
Eric A McAra " Date: =
1(
2022.04.06
O
STATE AF
M°onaM I %. i��'�
14:49:01 ,F' a� o R t o •���.,
04'00' `6,,,;ONA � �%�• �•
Eric A. McAra,' P.E. Office Manager
105.9 107.8
98.2
106.5
98.8%
107.0
99.3
106.6
98.9
107.2
99.4%
109.0 I I I I I f I
W I I I I I I I I
E 108.0
H107.0—..�.._.�._..L.. —.�._ L..J.._.
106.0-I—...�.._.I.—. 4.._.I._..� .4.._.
1' I I I I I I I
C 105.0 }—...._.�. �....._.�.—..�.. _.
F I I I I I I I
104.0
D
Y 103.0 � ..i.._.I._..I .. I.._.I._..I .. I.._.
102.0
5 6 7 8 9 10 11 12 13
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.
PE # 69841 4/5/2022
Email to: malcomk@maronda.com
Test.report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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