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11345 U.S. Highway 1 ENGINEERINGPO Box 78-1377
Sebastian, FL. 32958. I TESTING Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6939 KSMengineering.net
DATE TESTED: May 7, 2020 KSM JOB#: 202146-1d/DJ/ct
PERMIT#: 2002-0742 NUC# 404
CONTRACTOR: Adams Homes Nuc Model: MC-1 Elite
JOB LOCATION: 8105 Amalfi Circle Nuc Serial#: 31404
Lot 12, Block 2,Waterstone
Ft. Pierce, Florida
ITEM.TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE(P.C.F) COMPACTION
1. S.W. 0"- 12" 40+ 112.2 114.9 97.7%
2. N.W. " 111.6 it97.1%
3. Center it113.5 If98.8%
4. N.E. 110.7 96.3%
5. S.E. 112.8 98.2%
Soil Description: 116.0
Brown Sand W
E I I I I I I
with Clay I
In Place Moisture: G 115.0
- I
8.3/ H
T
Proctor Optimum Moisture: 114.0 -
11.0% P I I I
I
Proctor Max.Dry Density:P.C.F. C I I I I I
114.9 113.0
F I I I I I
@ Test Locations the Density& I I I
Penetrometer readings indicate the 112.0 —
p I_.._.I._.._r._..y.._..rt.._...
Degree of Compaction Meets R
Minimum Requirement Y I I I I I
for Unstaked Foundation 111.0 4— — i— — —i — —i• — T••—---
Respectfully Submitted: 8 9 10 11 12 13 14
Moisture-%of Dry Weight
,GEj' Disclaimer: Contractor is responsible to maintain
"' ' �' ••'�� the tested area in the condition that KSM
; (
completed the indicated passed compaction test.
t KSM is not responsible if the tested area has been
'i 1E OF .. Q
altered from the approved inspected condition.
rya�i�ES� RF►,Rl�
V.P.of Engineering
PE#81439 5/8/2020
Email to: rick.johnson@adamshomes.com
Proudly Serving Florida since 1990