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Sebastian, FL. 32978
Phone: 772-589-0712
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KSMengineering.net
KSM JOB #:214453-1d/JM/bm
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
7828 Saddlebrook Drive
Port St Lucie, Florida
Compacted Foundation Fill - 1st Lift
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.E.0" - 12"15D 116.0 117.4 98.8%
2 S.W."14D 114.3 "97.4%
3 Center "14D 115.3 "98.2%
4 N.W."14D 115.0 "98.0%
5 N.E."14D 115.5 "98.4%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
8/23/2021
Email to: bdgrading@att.net
PE # 68366
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Soil Description:
JOB LOCATION:
PERMIT #:
CONTRACTOR:B & D Grading
2101-0652
Julie E. Keller, P.E. President
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Respectfully Submitted:
ITEM TESTED:
117.4
TEST LOCATION
OF SAMPLE
Proudly Serving Florida since 1990
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.
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 13, 2021
August 23, 2021
DATE TESTED:
14.2%
11.0%
Brown Sand with Clay
REVISED: PERMIT ADDED
Certified Women Owned Business - WBE
Minimum Requirement
for Staked Foundation
In Place Moisture:
112.0
113.0
114.0
115.0
116.0
117.0
118.0
119.0
6 7 8 9 10 11 12 13 14
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight