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Sebastian, FL. 32978
Phone: 772-589-0712
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KSMengineering.net
KSM JOB #:219064-2d/BS/jam
NUC #456
Nuc Model:MC-1 Elite
Nuc Serial #:31456
5626 Emerson Avenue
Fort Pierce, Florida
Compacted Foundation Fill - 3rd & 4th Lifts
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.24" - 36"45 108.0 110.5 97.7%
2 Center ""107.2 "97.0%
3 N.E.""107.9 "97.6%
4 N.W.36" - 48""107.0 "96.8%
5 S.E.""108.1 "97.8%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
12/1/2021
Email to: actiondirtwork@gmail.com
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:Action Dirt Work
2105-0417
Julie E. Keller, P.E. President
Respectfully Submitted:
ITEM TESTED:
110.5
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
November 30, 2021DATE TESTED:
10.5%
12.0%
Brown Sand with Traces of Rock
Certified Women Owned Business - WBE
Minimum Requirement
for Unstaked Foundation
In Place Moisture:
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
105.0
106.0
107.0
108.0
109.0
110.0
111.0
112.0
7 8 9 10 11 12 13 14 15
W
E
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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