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Phone: 772-589-0712
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KSM JOB #:216666-1d/JM/ah
NUC #215
Nuc Model:MC-1DR-P
Nuc Serial #:MD80404215
1206 Royal Palm Boulevard
Fort Pierce, Florida
Compacted Foundation Fill
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE (P.C.F)
PERCENT
COMPACTION
1 S.W.0" - 12"14D 108.0 110.9 97.4%
2 N.W."14D 108.2 "97.6%
3 Center "15D 109.5 "98.7%
4 N.E."15D 110.1 "99.3%
5 S.E."15D 110.7 "99.8%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
8/25/2021
Email to: mshowman@homecretehomes.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:Homecrete Homes
2104-0559
Julie E. Keller, P.E. President
Respectfully Submitted:
ITEM TESTED:
110.9
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
August 23, 2021
August 25, 2021
DATE TESTED:
9.2%
12.0%
Brown Pale Sand
REVISED: PERMIT ADDED
Certified Women Owned Business - WBE
Minimum Requirement
for Staked 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
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H
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P
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D
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Moisture -% of Dry Weight