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Phone: 772-589-0712
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KSM JOB #:2203302-1d/RH/dc
NUC #HUMBOLDT
Nuc Model:H50016
Nuc Serial #:1275
9212 Potomac Drive
Lot 100, Creekside
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"13 D 116.1 118.1 98.3%
2 N.W."13 D 115.9 "98.1%
3 Center "13 D 114.7 "97.1%
4 N.E."13 D 114.5 "97.0%
5 S.E."13 D 115.5 "97.8%
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
3/31/2022
ITEM TESTED:
JOB LOCATION:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:March 30, 2022
PERMIT #:2202-0728
CONTRACTOR:DR Horton
TEST LOCATION
OF SAMPLE
Soil Description:
Respectfully Submitted:
In Place Moisture:
7.1 %
10 %
118.1
Minimum Requirement
For a Staked Foundation
Notes:The compaction results were performed within the
foundation footprint of this project.The above results meet or
exceed the requirements of the FHA Design manual for
Compaction Testing along with the current edition of the Florida
Building Code.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.
Eric A. McAra, P.E. Office Manager
PE # 69841
Email to: BSSmith@DRHorton.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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Brown Sand With Some Clay And Shell Fragments
113.0
114.0
115.0
116.0
117.0
118.0
119.0
120.0
5 6 7 8 9 10 11 12 13
W
E
I
G
H
T
P
C
F
D
R
Y
Moisture -% of Dry Weight