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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #:217935-1d/MM/ah
NUC #4590
Nuc Model:Troxler 4590
Nuc Serial #:79187
Moisture Probe Model #:6760
7841 Sabal Lake Drive Moisture Probe Serial #:079097
Port St. Lucie, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 N.E.0" - 12"10D 111.4 112.6 98.9%
2 S.E."12D 112.2 "99.6%
3 Center "12D 109.7 "97.4%
4 S.W."12D 110.4 "98.0%
5 N.W."10D 110.8 "98.4%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
10/1/2021
Certified Women Owned Business - WBE
Minimum Requirement
for Unstaked Foundation
In Place Moisture:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
September 30, 2021DATE TESTED:
8.5%
11.0%
Brown Sand with Clay
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Respectfully Submitted:
ITEM TESTED:
112.6
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.
PERMIT #:
CONTRACTOR:B & D Grading
21060135
Julie E. Keller, P.E. President
Soil Description:
JOB LOCATION:
Email to: Port St. Lucie Building Department; bdgrading@att.net
PE # 68366
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
107.0
108.0
109.0
110.0
111.0
112.0
113.0
114.0
6 7 8 9 10 11 12 13 14
W
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H
T
P
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C
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F
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D
R
Y
Moisture -% of Dry Weight