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Orlando
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KSMengineering.net
DATE TESTED:KSM JOB #:211176-2d/CH/ct
PERMIT #:NUC #417
CONTRACTOR:The W Group Nuc Model:3500
JOB LOCATION:9431 S Ocean Drive Nuc Serial #:3417
Island Village
Jensen Beach, Florida
ITEM TESTED:Stemwall Backfill
TEST LOCATION
OF SAMPLE DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1. S.E.0" - 12"45 110.3 113.1 97.5%
2. Center "47 111.4 "98.5%
3. N.W."45 110.9 "98.1%
Soil Description:
Brown Sand with Clay
In Place Moisture:
11.9%
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
113.1
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
Respectfully Submitted:
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 3/1/2021
Email to: tomflynn@twgcontractors.com ; tracyprice@twgcontractors.com
Proudly Serving Florida since 1990
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
February 26, 2021
SLC1905-0366
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.
108.0
109.0
110.0
111.0
112.0
113.0
114.0
6 7 8 9 10 11 12 13 14
W
E
I
G
H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight