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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
VCIk t ENGINEERING
�17jVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 9, 2021
2008-0564
D & M Concrete
2803 Grove Drive
Ft Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 212717-1d/MH/bm
NUC # 630
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
ITEM TESTED: Compacted Foundation Fill - Detached Garage
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. OLL - 12" 50 108.0 111.9 96.5%
2. Center 1150 108.3 1196.8%
3. N.W. 1150 108.1 1196.6%
Soil Description:
Brown Sand
In Place Moisture:
8.9 %
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P.C.F.
111.9
@ Test Locations the Density &
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
113.0
W
E I I I I I
G 112.0 4—.._.i_.._.i._.._..._....._.. i ..
H I I I I I I
T
111.0 j— _.�_.._ _.._I.._.. _..1.._...
P I I I I
C I I I I I
110.0 _.I_ ._.I._.._I.._..�.._ .�.._...
F I I I I I
I I
D 109.0 _.I._.._I.._..—i.._..t.._...
R I I I I I
Y108.0
I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Digitally signed
ThIl. mba,beeneledr°°irally119-dand by Bryan E Disclaimer: Contractor is responsible to maintain
sealetl by Bryan E. Dahlke, PE FL. L., 81439 /
nrbetla1--ddirealyt°therigbt°sing Dahlke the tested area in the condition that KSM
a tligital signature.
i id—Pies°t -d—],d is 1h' completed the indicated passed compaction test.
nsitleretlslgnetl andsealetl and the Date:
signature must be verlfietl °n anV electronic
apes 2021.04.12 KSM is not responsible if the tested area has been
15:00:44-04,00, altered from the approved inspected condition.
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 4/12/2021
Email to: planreview@stlucieco.org; permits@stlucieco.org
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