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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
L-""J AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
September 24, 2020
2002-0338
Adams Homes
5907 Birch Drive
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 204710-1d/CH/jo
NUC # 417
Nuc Model: 3500
Nuc Serial #: 3417
ITEM TESTED: Compacted Foundation Fill - 1st & 2nd Lift
TEST LOCATION
PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. S.W. 0" - 12"
43
106.4 110.5 96.3%
2. N.W.
40
105.9 If95.8%
3. Center
45
106.6 It96.5%
4. S.E. 12" - 24"
45
107.1 if96.9%
5. N.E.
42
106.0 It95.9%
6. Center
40
105.8 95.7%
Soil Description:
Grayish Brown Sand
112.0 - 1 I I I 1
W
I I I I I
In Place Moisture:
I I
I I I I I
I I I I I
Proctor Optimum Moisture:
T
12.0%
110.0 '
..__....__
--•II�
P
Proctor Max. Dry Density: P.C.F.
110.5
C 109.0 -....__I
@ Test Locations the Density &
I
F
Penetrometer readings indicate the
I
Degree of Compaction Meets
I I I I I I
Minimum Requirement
D I
for Unstaked Foundation
R I I I I I
Y 107.0-.._.;._..�.._.. �.._.i_.._;._..
Respectfully Submitted:
9 10 11 12 13 14 15
Digitally
signed by Moisture - % of Dry Weight
Thl, mnasbl-1111-1 liy11911d- Bryan E Disclaimer: Contractor is responsible to maintain
bbth e a' 0ah1ePEF0c81A39 the tested area in the condition that KSM
��gn""'��,�aead,e«wo«,snt„� Dahlke
dre�m�=�g�a«�«.
O0Pd4O°='�° 1.-th-t=a.- completed the indicated passed compaction test.
a
',=,de b=� �a na,_aTa,deIne Date:
munee e.Eeaeta,
P 2020.09.25 KSM is not responsible if the tested area has been
12:37:23
altered from the approved inspected condition.
-04'00'
Bryan E. Dahlke, P.E.
V.P. of Engineering
PE # 81439 9/25/2020
Email to: St Lucie Building Department; edgar.marrero@adamshomes.com
Proudly Serving Florida since 1990