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KSM JOB #:2202618-1d/BS/dc
NUC #456
Nuc Model:MC-1 Elite
Nuc Serial #:31456
11700 Palomino Drive
Port St Lucie, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"40 D 108.7 110.8 98.1%
2 N.W."40 D 108.1 "97.6%
3 Center "40 D 107.5 "97.0%
4 N.E."40 D 109.7 "99.0%
5 S.E."40 D 109.3 "98.6%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
3/11/2022
Gray Sand With Traces Of Rock
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
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.
Eric A. McAra, P.E. Office Manager
PE # 69841
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
110.8
Minimum Requirement
For an Unstaked Foundation
Respectfully Submitted:
In Place Moisture:
10.2 %
10 %
TEST LOCATION
OF SAMPLE
Soil Description:
PERMIT #:2100015
CONTRACTOR:P.J.'s Trucking & Land Clearing
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:March 10, 2022
ITEM TESTED:
JOB LOCATION:
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
5 6 7 8 9 10 11 12 13
W
E
I
G
H
T
P
C
F
D
R
Y
Moisture -% of Dry Weight
This item has been electronically signed
and sealed by Eric A. McAra, P.E. FL Lic.
69841 on the date stated directly to the
right using a digital signature.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any
electronic copies.
Digitally signed
by Eric A McAra
Date:
2022.03.11
13:35:14 -05'00'
2109-0015