HomeMy WebLinkAboutKSM REPORTSRECEIVED ft /U/ / — O 7 ` (—
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permlttlrFS, RTINi, S337CHLEICHER & MacWILLIAM ENGINEE I T , I C.
St- L (772) -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: KSMQKSMENGINEERING.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 : December 27, 2018 KSM JOB # : 184432-1d/SS/cv
PERMIT# 1811-0466
CONTRACTOR D & M Concrete SCANNLL)
JOB LOCATION 4917 Palmetto BY
Drive St Lucie County
Fort Pierce, Florida
ITEM TESTED ' Compacted Foundation-Fili-for the Detached Garage -Pad - -
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 35
103.7 107.1
96.8
2. S.W.
35
104.1
97.2
3. Center
32
102.8
96.0
4. N.W.
38
104.9
97.9
5. N.E.
33
103.2
96.4
Soil Description:
Brown Sand W 108.0 1 I I I I I
E I I I I I I
In Place Moisture: I I I I I I I
11.4 Percent G
H 107.0—••—••.
-.._.I._. J.._.. !.._.._
Optimum Moisture: T I I I I I
11.0 Percent I I
P I I I I I I
Max. Dry Density: 106.0 �••_.�_.. .�._.._�._.. 1.. .. i.._.._
107.1 P.C.F. I I I I I \ I
F
@ Test Locations The
Density & Penetrometer D 105.0
Readings Indicate the R I I I I I I
Degree of Compaction Meets Y I I I I I I
MiOpgmll9fuired for
/ 104.0.._.I—..—.I._.._I.—..�.._..4..—..�
`��l`J7�� d�fion 8 9 10 11 12 13 14
en to Natural Grade.
e b Moisture - % of Dry Weight
No 8
- ?Ju, , e er. = J-
w D �
Lucie County Building Department
!!lilnlltti�-
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
12/28/2018 11:26 7725891 :I KSM ENGINEERINC PAGE 03/03
fell - by6b
IrC'kAlf
KIELLER, SCWLEICWER & MacWILLIAM ENGINE IAREf Q7P,.5:1YC
9-0712
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 3 7 MELBOURNE (321) 768-8488
PALM BEACH (361) 845.7445 www.ksmengineering.nct ST. LUCIE (772) 229-9093
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 589-6469
C.A.: 5693
SOIL COMPACTION R�MEPORT
DATE TESTED. December AS 2018 15geg��!g D 2922 KSM JOB # : 184432-1d/SS/cv
BY
PERMIT# 1811-0456 St Lucie County
CONTRACTOR D & M Concrete RFCF��Fo
JOB LOCATION 4917 Palmetto Drive �FC2
Fort Pierce, Florida ps ira�9 p e7p1B
44fcle c0 ? f� e't
ITEM TESTED Compacted Foundation Fill for the Detached Garage Pad
TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 35
103.7 107.1
96.8
2.
S.W.
35
104.1 t'
97.2
3.
Center
32
102.8
96.0
4.
N.W.
38
104.9 "
97•9
5.
N.E.
33
103.2
96.4
Soil Description:
Brown Sand
W
108.01 1 I I I I
E
I I 1 I 1 I
In 'Place Moisture:11A
I
I I I I I I
Percent
H
107.0 .._.
Optimum Moisture:
T
I�II
11.0 Percent
P
nlil
Max. Dry Density:
C
106.0 _ _.._
107.1 P.C.F.
@ Test Locations The
Density & Penetrometer
p
Readings Indicate the
R
I I I I I I
Degree of Compaction Meets
Y
I I I I I I
Minimum Required for
1oa.o �-••—•I—•--•I•—••—I•_..�.._,.4.._..,
ti
Unsta Ilfp/pl on
8 9 10 11 12 13 14
���
to Natural Grade.
-"'
Moisture - % of Dry Weight
r
"- Prl :
�' •' d, �:'' cie County Building
Department
N ,...%�F�an Id G. Kell Qr. RE.: 37293 /
SI Lic.No.: 860 / Julio E. Keller, RE.: 683C6