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Headquarters C! lk ArENGINEERING PO Box 78-1377
11345 U.S. Highway 1
Orlando Sebastian, FL. 32958 1/ AND TESTINGSebastian,Phone: 772 589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: May 19,2020 KSM JOB#: 202083-4d/SH/jo
PERMIT#: 2003-0505 NUC# 630
CONTRACTOR: Dave Golden Homes Nuc Model: MC-10R-P
JOB LOCATION: 4920 Conley Place Nuc Serial#: 30630
Ft. Pierce, Florida
ITEM TESTED: Compacted Foundation Fill-Final Lift
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. N.W. 24"-36" 45+ 107.3 108.9 98.5%
2. N.E. 108.1 99.3%
3. Center 107.6 98.9%
4. S.E. 108.3 99.4%
5. S.W. 107.5 98.7%
Soil Description: 110.0
Brown Sand with W
E I I I I I
Some Clay
In Place Moisture: G 109.0
11.6% H I I I I
T
Proctor Optimum Moisture: 108.0 j- — j— — I — —( — —••-!-••—•
12.0% P I I I
Proctor Max. Dry Density:P.C.F. C
108.9 107.0 �— — I— — I•—..—I —..�..—. —...
F I I I I I
@ Test Locations the Density& I I I
Penetrometer readings indicate the
Degree of Compaction Meets R I I I I I
Minimum Requirement Y I I I I I
for Unstaked Foundation 105.0
Respectfully Submitted: 9 10 11 12 13 14 15
1f111fIf Moisture-%of Dry Weight
E.
.�' ��� ••••••• °�( Disclaimer: Contractor is responsible to maintain
�0 ;•C1CiENS •. r
•: �y the tested area in the condition that KSM
No. 683,66 completed the indicated passed compaction test.
_ --- --- KSM is not responsible if the tested area has been
roved inspected condition.
sTArE _ altered from the approved p
OF
a
•
P eside ••'''''
PE#68366 5/20/2020
Email to: St Lucie Building Department; dave@davegoldenhomes.com
Proudly Serving Florida since 1990