HomeMy WebLinkAboutSoil compactionHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
ITEM TESTED:
s ENGINEERING
X% IZP JLV& AND TESTING
SOIL COMPACTION REPORT
ASTM D 1S57 and ASTM D 6938
q/ o
l �N�I .ng
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
October 14, 2020
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KSM JOB #: 205107-id/CH/cv
1910-0599
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NUC #
417
Brett Webster Tractor Inc.
OeQa� ry
Nuc Model:
3500
7369 Commercial Circle
5 •
Nuc Serial #:
3417
Fort Pierce, Florida
Driveway
—_.f
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
--Ii S. W- --- -
0" -12" 44- -
- — 108.0--- - - - - - 110.8— - - -
97.5
2. Center
40
107.3
96.8%
3. N.E.
43
107.7
97.2%
Soil Description:
Brown Sand
1n Place Moisture:
12.4%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.8
112.0
W I
E I I I I I I I
I 111.0J-..-1.._.1—...T...—f.—.:—..,..._T_...
G I I I I I I I
T j
• I I I I I I I
P 109.0
• I I I I I I
C 108.0 f— •--j—
. I .
F I I I I I I
@ Test Locations the Density & 107.0 . • r T..—' —=
Penetrometer readings indicate the I I I I I I
Degree of Compaction Meets D 106.0 1-
—.
Minimum Requirement Y I I I I I I I
for Unstaked Foundation 105.0 -4-•—;—••,
ReJR9t"6013inhipitted: 7 8 9 10 11 12 13 14 15
tt E 14 �'''% Digitally
�� �L • �,tCEMSF . ij. �� Moisture - % of Dry Weight
signed by Disclaimer: Contractor is responsible to maintain
No. 81439 _ Bryan E
* _ the tested area in the condition that KSM
P�a� re� Dahlke completed the indicated passed compaction test.
i�0 ••• STATE of (��� :"""'`"""�'"'"""�"` Date: KSM is not responsible if the tested area has been
`r !�Xoe1®p. ' '��� 2020.10.15 altered from the approved inspected.condition.
i1!ONAL. '9 X 14:01:52
Bryan ET i�JANe, P.E. -04 00
V.P. of Engineering
PE # 81439 10/15/2020
Email to: brett.webster@yahoo.com; St. Lucie County Building Department
Proudly Serving Florida since 1990