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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7.755 PO, BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET 5CAf4NEVT. LUCIE (772) 229-9093
C.A.: 5693 �� FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTMI D 1657 and ASTM D 292PLUCIeC0
DATE TESTED November 12, 2018 KSM JOB # : 183937-1 d/SH/ct
PFRMIT # 1 Rm_nsRR
JOB LOCATION :
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y
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ITEM TESTED Compacted Foundation Fill for the Attached Garage
i
TEST LOCATION DEPTH �* PEN DRY MAX. DRY PERCENT
OF SAMPLE ; READ DENSITY PROCTOR VALUE COMPACTION
Jeffrey Miller
107 Sheridan Lane
Jensen Beach, Florida
1. S. E. 0" - 12" 54 114.6 115.7 99.0
2. Center ofI 52 112.3 97.1
3. N.W. 52 112.9 If97.6
Soil Description:
Brown Sand 117.0
with Shell W I
In Place Moisture: E j I I I I I
5.3 Percent G 116.0 .�..—.i—..—i.—.. 1 .—.. 1 ..—..1 ..—..
Optimum Moisture: H A-1-t
11.0 Percent T 115.0
—j.
Max. Dry Density: P
115.7 P.C.F.
@ Test Locations The F
Density & Penetrometer
Readings Indicate the 113.0
Degree of Compaction Meets D
..--
..
Minimum Required R I I I I I I
for Staked Foundation 112.0 -� — — — -r — — • • — •,
fidi
eeaae8
* P�°,�kento Natural Grade. 8 9 10 11 12 13 14
� Moisture - % of Dry Weight
a
Ke er,
rest
s i �e mgt Ccom
�'cie County Building Department
�xa�Bc�e�e e'ao nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
11/13/2018 16:45 77258964Fg KSM ENGINEERING PAGE 01/01
b7 vilor
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, $�I NC,
MARTIN (772) 337-7.755 pp, BOX 78-137711 SEBASTIAN, FL 32978-1377
PALM BEACH (561) 845-7445 www ksmengineering.net MEL80URNl= (321) 768-8488
FAX (561) 845-a876 E-Mail: KSM@KSMENGINEERING.NET 57 L.0 (772) 9-9093
G.A.: 5693 FAAXX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTIVI D 2922
DATE TESTED November 12, 2018 KSM JOB # : 183937-1d/SH/ct
PERMIT # 1803-0668
RFC
CONTRACTOR w: Jeffrey Miller
JOB LOCATION 107 Sheridan Lane �
Jensen Beach, Florida
i
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a
ITEM TESTED
Compacted Foundation Fill for the Attached Garage
TEST LOCATION
" PEN!
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S. E.
b" -12" 54
114.6
115.7
99.0
'2. Center
of52
112.3
it97.1
3, N.W.
1152
112.9
to97.6
Soil Description:
Brown Sand
with Shelf
In Place Moisture:
5.3 Percent
Optimum Moisture:
11.0 Percent .
Max. Dry Density:
115.7 P.C.F.
t7a Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
�,
" Peo!`L�eadi,o�san WiFaken to Natural Grade.
117.0 I I I I I
E
116.o -I— I .. —I
H
T I I I I I I
115.0 I _..�..--- ._..�..... ..
114.0-I—.._.I_ ._j._..�..^..... ..I....�..
F,
.. •1 � I. 1 1 I
113.0 ._.I...__j._..�.._ ...1..._.. .._...
D; I
R,I I I l I
Y',
112.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
ulie elIVU
N I
ewe 1 �
I je rrlo p $.Corn
c�. I cie County Building Department
'��°a�a� Fdjixot� _ ; `neld G_ Kellcr F?E.: 37?_93 / Sl Lic. No-: aG6 ! Julie 1--. Keller. RE.: 658366
I
'il C 1 t
A &IJA A
KELLER, SCHLEICHER & MacW(LLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 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
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED' November 12, 2018 KSM JOB # : 183937-1 d/SH/ct
PERMIT # 1803-0668 RECEIVED
CONTRACTOR Jeffrey Miller NOV 2 201�
JOB LOCATION 107 Sheridan Lane parmlttlng
ST, LUVIIQ 0�untya
Jensen Beach, Florida---�
ITEM TESTED.
Compacted Foundation Fill for the Attached Garage
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S. E.
0" - 12" 54
114.6
115.7
99.0
2. Center
52
112.3
97.1
3. N.W.
52
112.9
97.6
Soil Description:
Brown Sand
i 117.0
with Shell W I
In Place Moisture: E I I I I
5.3 Percent 116.0
Optimum Moisture:- H I I I
11.0 Percent . T
115.0 .r..— —..—I —.. I ..—. .....
Max. Dry Density: P I I I
115.7 P.C.F. c I I
114.0 T_ I— _{ I.—..�..—...a . �..—..
@ Test Locations The F
Density &'Penetrometer I I I I
Readings Indicate the 113.0 — — — — — Degree of Compaction Meets D
Minimum Required R I I I I I I
for Stak% Foundation 112.0 -�— — — - -r • • — • • ;— • • — • ,
* 4399 8
,J.*ea1i,s,.Taken to Natural Grade. 8 9 10 11 12 13 14
Moisture - % of Dry Weight
y re . q m
t� oref ul pAc.com
pit I,t o� toel:ucie County Building Department
e��ffq W� onald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
I