HomeMy WebLinkAboutKSM NUCLEAR DENSITY TESTQCANNED
Tip OIL 9 BY
KE LER, SCHLEICHER & MacW1LLIAM ENGINEERING AND TESTING, INC.
MA TIN (772),337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (661) 845=7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX 561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A. 5693 FAX (772) 589-6469
September 17, 2018
South Florida Land Clearing, Inc.
15701 Orange Avenue
Fort Pierce, Florida 34945
Re: 3148 Brocksmith Road
Lot 2
Ft. Pierce, Florida
Permit #: 1 e 0-1- 1*196
KSM Project #: 183115-2d
Dear Sir:
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill for the house pad and barn pad at the above referenced project.
G �+ any questions, please feel free to contact our office.
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Email to: sflcgw@gmail.com
Mail 3 Copies
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller,,P.E.: 68366
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KE LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MA IN (l72) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561) 845-7445 wwwAsmengineeririg.net MELBOURNE (321) 768-8488
FAX 561) 845-8876. E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
i
D I TE TESTED: September 14�', 2018 KSM JOB #: 183115-2d/SS/ct
P -RMIT #:
it
C NTRACTOR: South Florida Land Clearing, Inc.
-IA 'A4unoD @pn-I '4S
J B LOCATION: 3148 Brocksmith Road 4Ii@UJj.I2d@,jI.l144ILUJ9d
Lot 2 ,
Ft. Pierce, Florida 9I0Z .9 9 d 3 S
1TERIAL: Brown Sand with Traces of Shell & Clay.,,
I ,EM TESTED: Compacted Foundation Fill for the House Pad & B rri d�
TEST LOCATION
DEPTH
MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
---------------
VALUE
ffouse
Pad
11. S.E.
i
0" -12"
10.9
50+
109.7
110.2
99.5
. S.W.
li3.
��
��
108.6
"
98.5
i Center
"
110.8
100.5
i4. N.W.
��
��
��
108.7
98.6
1'5.
N.E
107.0
97.1
am Pad
6. S.E.
0" -12"
10.2
49
108.1
110.2
98.1
7. S.W.
44
108.7
98.6
8. Center
It
47.
109.2
It
99.1
9. N.W. '
50
107.7
97.7
I0. N.E.
It
49
107.6
97.6
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Up OIL 9
i&L_jAW
KE LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MAR,, IN.(772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAL BEACH (561.)845-7445 www.ksmengin6ering.net MELBOURNE (321) 768-8488
FAX 561)845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.-i5693 FAX'(772) 589-6460
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D.1557)
DATE TESTED: September 14th, 2018 . KSM JOB #: 183115-2p
PERMIT #:
CONTRACTOR: South Florida Land Clearing, Inc.
JOB LOCATION: 3148 Brocksmith Road
Lot 2
Ft. Pierce, Florida
111-----r---,----I----r--- -r----1
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110-I-----1-----I— --I--—1--------I
p I I I I I I I
LC I I I I I I I
d I I 1 I I
a I I I I I I I
~ 109 I I I I I I I
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108+-----I-----1----1----t-----F----I
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1074----;---- -�--------;-----i ----i
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Brown Sand with Traces of Shell & Clay
Max. Dry Density: 110.2 P.C.F.
Optimum Moisture: 12.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, RE.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366