HomeMy WebLinkAboutDensity TestHeadquarters
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Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
'V c'1 t ENGINEERING
1% LQ0 AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
July 22, 2020
2006-0614
Dino Nesselrode
2150 Sneed Road
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering. net
KSM JOB #: 203392-1d/SH/ct
NUC # 528
Nuc Model: MC -IDR -P
Nuc Serial #: MD049528
ITEM TESTED: Metal Building Slab
TEST LOCATION DEPTH
PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. N.W. 011-1211
39
107.3
110.4 97.2%
2. N. E. "
38
106.9
" 96.8%
3. S. E.
40
107.6
97.5%
4. S. W.
40
108.1
97.9%
Soil Description:
111.0
Brown Sand
W
In Place Moisture:
G
110.0
10.1%
H
T
Proctor Optimum Moisture:
I I I I
12.0%
P
I I I I I
Proctor Max. Dry Density: P.C.F.
109.0
I
1 I ( 1 T
110.4
I I I I
F
@Test Locations the Density &
108.0 j—
— — — I — —L • — J — • • 1 • • — ..
Penetrometer readings indicate the
Degree of Compaction Meets
D
I
I I I I I
Minimum Requirement
Y
I I I I I
for Unstaked Foundation
107.0
— ;— — ; — —� — — • T —
,
Respectfully Submitted:
9
10 11 12 13 14 15
E. D �.
q
�\`�p•N�. E . ''
Moisture - % of Dry Weight
vG
Disclaimer: Contractor is responsible to maintain
No. 81
the tested area in the condition that KSM
CC=
completed the indicated passed compaction test.
=13_� �W;
KSM is not responsible if the tested area has been
%�P .' �:
�T •
altered from the approved inspected condition.
,pato
NA`�``��
Bryan��%Me',�P.E.
V.P. of Engineering
PE # 81439 7/23/2020
Email to: dino4111968@gmail.com
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