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KELLER, SCHLEICHER & MacWILLIAM 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.ksmengineer-ing.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 1557 and ASTM D 2922
DATE TESTED June 6, 2017 KSM JOB# : 171777-1d/MH/cc
a
PER — -1702046
y16a_ o y6�
CO R
JOB LOCATION 34 Aqua Ra Drive
Jensen Beach, Florida
ITEM TESTED Compacted Foundation Fill for the Addition Slab
TEST LOCATION DEPTH- * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. West Column 0" - 12" 50 108.6 112.8 96.3
2. N.W. Slab " 50 109.3 " 96.9
3. S.E. Slab 51 111.3 98.7
Soil Description:
Brown Sand with Traces of Rock
In Place Moisture:
10.6 Percent
W 114.0 1 I I I I 1
Optimum Moisture: E
11.0 Percent I I I I I I I
G 113.0 -I- - I--.._..I_.._.1_.._.I_.._.l_.._.
H I I I I I
Max. Dry Density: T
112.8 P.C.F. I I I l I I
112.0 f—.._..r.---
.
P
@ Test Locations The I I I I I I
Density & Penetrometer C 111.0 I-
Readings Indicate the F I I I I I
Degree of Compaction Meets I I I I I
Min' taml, uired for 110.0
`1� Req
s�l.&dtion D
a�� G3f; CIIi� b� aplCen to Natural Grade. 109.0
- ecttf'ully Sub irted: Y 8 9 10 11 12 13 14
0. 6
I Moisture-%of Dry Weight
; J P% -
p 'P ae�s,� en; 8
ri °f ....rV
Cr�pp@gmail.com
<t' 11496mOounty Building Department
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
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KELLER, SCHLEICHER & MacWILLIAM 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 1557 and ASTM D 2922
DATE TESTED June 6, 2017 KSM JOB# : 171777-1d/MH/cc
PERMIT# :;`" 17020468 yt�,
CONTRACTOR�'' "~
JOB LOCATION 34 Aqua Ra Drive
Jensen: Beach, Florida
ITEM TESTED Compacted Foundation Fill for the Addition Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. West Column 0" - 12" 50 108.6 112.8 96.3
2. N.W. Slab 1150 109.3 96.9
3. S.E. Slab If51 111.3 98.7
Soil Description:
Brown Sand with Traces of Rock
In Place Moisture:
10.6 Percent
W 114.0 1 I I I I I
Optimum Moisture: E
I I I I I I I
11.0 Percent
G 113.0 ..—..L_.._..I_..—.l_..—.I_..—.1
H I I I I I
Max. Dry Density: T
112.8 P.C.F. I I I I I I I I
@ Test Locations The I I I I I I
Density & Penetrometer C 111.0 L — I—• —. I_„—, I_•,_.I—•• I._„—_
Readings Indicate the F I I I I I
Degree of Compaction Meets I I I I I
110.0 —..�—..—..�—..—.�—..—.�—..—.C— .—.
MiidrwUmtl�quired for T-
�`� :F �� � n R I I I I I I
en to Natural Grade. 109.0 I......I I I I
ectfuI it 8 9 10 11 12 13 14
r e
o. 68�
0 Moisture-%of Dry Weight
;�;Juic- fir, Q.
ire ' ent
@gmail.com
ID unty Building Department
�►�tttt��
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
i
4%kJAVj
KELLER, SCHLEICHER & MacWILLIAM 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 1557 and ASTM D 2922
DATE TESTED June 6, 2017 KSM JOB# : 171777-1d/MH/cc
PERMIT# 17020468
CONTRACTOR Larue Tripp
JOB LOCATION 34 Aqua Ra Drive
Jensen-Beach, Florida - — -- ---— --- -
ITEM TESTED Compacted Foundation Fill for the Addition Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. West Column 0" - 12" 50 108.6 112.8 96.3
2. N.W. Slab of50 109.3 96.9
3. S.E. Slab 51 111.3 98.7
Soil Description:
Brown Sand with Traces of Rock
In Place Moisture:
10.6 Percent
W 114.0 1 I I I I 1
Optimum Moisture: E
I I I I I I I
11.0 Percent
G 113.0 �..—..L..—..I—..—.1—..—.I— —.L
Max. Dry Density: T I I I I I
112.8 P.C.F. 112.0
I I I I I I
@ Test Locations The I I I I I I
Density & Penetrometer C 111.0 �-- — �— — I—••—•I_••—•I'—•• I.—••—•
Readings Indicate the F I I I I I
Degree of Compaction Meets I I I I I
Minimum Required for 110.0
s�t�a\ Qd Attq�� D i
T n to Natural Grade. R
v e 8 9 10 11 12 13 14
No. 68
Moisture-% of Dry Weight
o m
Julie E el er, E.
�s ATE OF
ri, snail.com
l•�"�1+1 ��� i Building Department
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
TV C!'k t
iM'1_j1VL
KELLER, SCHLEICHER & MaCWILLIAM 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 1557 and ASTM D 2922
DATE TESTED June 6, 2017 KSM JOB# : 171777-1d/MH/cc
PERMIT# 17020468
RECEIVED
CONTRACTOR Larue Tripp MAR 19 2018
JOB LOCATION 34 Aqua Ra Drive
Jensen Beach, Florida ST I,IaCie County, Permitting
ITEM TESTED Compacted Foundation Fill for the Addition Slab
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. West Column 0" - 12" 50 108.6 112.8 96.3
2. N.W. Slab 50 109.3 96.9
3. S.E. Slab 51 111.3 98.7
Soil Description:
Brown Sand with Traces of Rock
In Place Moisture:
10.6 Percent
W 114.0 1 I I I I I
Optimum Moisture: E
11.0 Percent I I I I I I I
G 113.0
H I I I I I
Max. Dry Density: T
112.8 P.C.F. I I I I I I
112.0 __.._..
@ Test Locations The I I I I I I
Density & Penetrometer C 111.0 L — I—, —, I_„—.I_••_,I—•, I—,.—
Readings Indicate the F I I I I I
Degree of Compaction Meets I I I I I
Minimum Required for 110.0
Stake(j%P61?r'iftt% c I I I I I I
to Natural Grade. R _..
8 9 10 11 12 13 14
Moisture-%of Dry Weight
IP er j: :J
detTk ®F
01-ail.com
I Building Department
Ronald G. Keller, P.E.:37293 1 SI Lic. No.:860 / Julie E. Keller, P.E.:68366