HomeMy WebLinkAboutKSM REPORTS01/17/2019 17:58 7725896469 KSM ENGINEERIh PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINE R IN10 T C.
MARTIN (772) 337-7755 p p, BOX 78-1377 SEBASTIAN FL 3297$-1377 SE 1 I 2) 5 -0712
PALM BEACH 561 845.7445 ' ' MEL60tJRNE 1321) 768-8488
( ) www.ksmengineering.net
PAX (561) 846-8876 E-Mail- KSM@KSME56
NGINEERING•NET 57 LUCIE (772) 9-
C.A.: 5693 FAX (772) 9-6469
469
SOIL COMPACTION REPORT -
ASTM D 1567 and ASTM D 2922
DATE TESTED January 15, 2019 KSM JOB # : 190230-1 d1MH/ct
PERMIT #
CONTRACTOR
d �
a
®� des
CP
JOB LOCATION 6.10 SE Willows Avenue
Unit 2, River Park �
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill for the House Pad
TEST LOCATION PEN DRY MAX. DRY PERCENT
i
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
11. S.E. - Final Lift 12" - 24" 50 107.9 111.8 96.5
�2. S.W. - Final Lift IT
50 1 D6.5 it95.3
13, Center - Final Lift IT
50 108.4 IT97.0
14, N.E. - Final Lift 50 108.1 96•7
15. N.W. - Final Lift 5o 108.6 97.1
I5, S.E. 1st Lift. 0" - 12" 50 108.4 If97.0
17. Center. -1 st Lift ++ 50 109.0 97.5
118 N.W. - 1 st Lift 50 108.9 97A
I
Soil Description_ 113.0 = I I 1 I 1
Brown Sand E I
l 1 I I
i ! I I• I I I
In Place Moisture: 112.0 �-- .— —••�I -- _ ......
7.3 Percent H I
T I I I I
Optimum Moisture:. 111.0
i1.0 Percent P
' I I 1 1 1 I
Max. Dry Density: c
1111.8P.C.F. 11ao T—. _. . F.—....�...r.. _.t—..—.
(0 Test Locations The
Penalty & Penetrometer —
Readings indicate the D 109.0 I— —p•— rt — 1 • —•
Degree of Compaction Meets R
MiI I I 1
nimplan'Rkgi'.I.�r�l Y 1os.a j- I I I I I
fob'-nIk'rrn _. _r. ,.._..T..-..;�.._.,
any "fir , ►S ' ��*. S 9 10 11 12 13 14
e� c - 6+ d• r*
Moisture - °/6 of Dry Weight
SLClSI10149
R & E Loader Service, Inc.
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�• it@bellsouth.net
�as2° � � °lure C�unPty�Buiidin sC, ,p rtment
I�+eaa�eW Wald . Kel er, .:37293 I LIC. No.. $GO ! Julie E. Kellar, P.E.: 68366
Tap (01 IL S
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.AI: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED January 15, 2019 KSM JOB # : 190230-1d/MH/ct
PERMIT # :. SLC18110149
CONTRACTOR R & E Loader Service, Inc.
JOB LOCATION 610 SE Willows Avenue
Unit 2, River Park l�C� ���
Port St Lucie, Florida 0
ITEM TESTED Compacted Foundation Fill for the House Pad %
61
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
11 S.E. - Final Lift 12" - 24"
50
107.9 111.8
96.5
2! S.W. - Final Lift 1150
106.5 1195.3
3.1 Center - Final Lift
50
108.4 if97.0
4.1 N.E. - Final Lift
50
108.1
96.7
5.j N.W. - Final Lift
50
1.08.6
97.1
6.1 S.E. - 1st Lift. 0" - 12"
50
108.4
97.0
7.i Center. - 1 st Lift It50
109.0
97.5
8.' N.W. - 1 st Lift
50
108.9 of97.4
Soil Description:
113.0
Brown Sand
W
I
E
In i Place Moisture:
I
I II I
112.0 4-- • • - - -- - - - - - --
I
• -
I
7.3 Percent
H
I I
I
I
Optimum Moisture:
T
I I I I
I
1111.0 Percent
111.0 (- - .. J . • - L .. _ . !- .
P
I I I
I
Max. Dry Density:
I I I I
I
11�1.8 P.C.F.
110.0
@iTest Locations The
F
I I I
I
Density & Penetrometer
Readings Indicate the
D
I I I I
109.0 - r - -r - -f - t- -
I
- • • -
Degree of Compaction Meets
R
I I I I
I
Minirr�� d�4�irgd
Y
I I I I
I
fotA)`Uol&d>n��•ition
108.0
8 9 10 11 12 13
14
M 6
�`'Re�p�c'tf�l%SDI rru�t�l:�
m
m
Moisture - % of Dry Weight
n
A ` §ide b
( 11c,,4�kq�€a,s r@bellsouth.net
Fa�i ��ll i i i`i�°°Lucie County Building
f#1.8
Department
Aegse,p.aa -onald G. Keller,
/ Julie E. Keller, P.E.: 68366