HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT1,
10/17/2018 09:32 77258964f�'---�
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KELLER, SCHLEICHER & MaclA
MARTIN (772) 337-7765 PO. BOX 78-13
PALM BEACH (581) 845-7445 w,
FAX (551) 845-8876 E-Mail: K
C-A.- 5693
SOIL
ASTM
DATE TESTED October 15, 2018
PERMIT # 1804-0571
CONTRACTOR D & M Concrete
KSM ENGINEERING
PAGE 01/01
se 01 d
ILLIAM ENGINEERING AND TESTING, INC.
7, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
wksmengineering.net MELBOURNE (321) 708-8488
4MaKSMENGINEERING.NE-r ST LUCIE (772) 229-9093
FAX (772) 599-6469
:OMPACTION REPORT
)�1557 and ASTM D 2922
KSM JOB# : 183605-1d/SS/ct
JOB LOCATION 5401 Old Dixie Highway 1Zk1*'
Ft. Fierce, Florida oil
pSi,9 I'Aar
ITEM TESTED Compacted Foundation Fill for the Detached Gara a <4%oepa�
TEST LOCATION DEPTH * PEN I DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
• I
1. S. E. 0" - 12" 31 103.7 108.0 96.0
2. S.W. if33 104.5 it96.8
3. Center 36 105.2 up97.4
4, N.W. 30103.4 It95.7
5. N.E. 34 104.9 97.1
Soil Description:
Pale Orange & Gray Sand W 109.0 I I I I I
E I I I I I I
In Place Moisture: I
6.4 Percent G
H 1A8.IJ _.�_.._ 1._. �.._....� .._.._
Optimum Moisture: s I I I I I I I
12.0 Percent I I 1 I !
P
Max. Dry Darlslty: c
1013.0 P.C.F. I I I I 1
F
a@ Test Locations The
Density & Penetrometer 106'0 T I I I l
Readings Indicate the R I
Degree of Compaction Meets
Minimum Required for I I 1 I 1 I
Iwo�—.'i._.1_.._.j._.._I._..�.._.
pt d l jatio en to Natural Grade. 9 10 11 12 13 14 15
y+ �{ Moisture - % of Dry Weight
Keller, . P. I
+, grtfiit�l Lucie County Building Department
���If#>lr1�11lsEFx Ronald G. Kellar P.E.: 37293 / $I Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCH.LEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-13�II7, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 1w.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KI M@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 October 15, 2018 I KSM JOB # : 183605-1 d/SS/ct
PERMIT # 1804-0571 i
I
CONTRACTOR D & M Concrete I Rc�F
JOB LOCATION 5401 Old Dixie Highway
Ft. Pierce, Florida 9
I C��a P.Od
ITEM TESTED Compacted Foundation Fill for the Detached Garage
TEST LOCATION DEPTH * PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
i
DENSITY
PROCTOR VALUE COMPACTION
1. S. E. 0" -12" 31
103.7
108.0 96.0
2. S.W. 1133
104.5
it96.8
3. Center 36
105.2
97.4
4. N.W. 30
103.4
95.7
5. N.E. 34
104.9
97.1
Soil Description:
Pale Orange&:Gray Sand
109.0 1
w
I I I I
E
I
I I I I
In Place Moisture: I
I
I
6.4 Percent
H
I I I
108.0 �.._..-I.._.._
Optimum Moisture: TI
I I I I I
12.0 Percent Pi
I
I I I
I I I I
Max. Dry Density:
107.0 •I— _ . _ .. j. _ .. _ j . _ .. �.. _ .. _
108.0 P.C.F.
I
I I I
F,
I
I I I
@ Test Locations The
I
I I I I
Density & Penetrometer
D
,106.0 T_
_ _ _ _
Readings Indicate the R
I
I I I I I
Degree of Compaction Meets Y
Minimum Required for
105.0—
Unstaked Foundation
rise or18
d `Teen to Natural Grade.
* PpVtul;
9
10 11 12 13 14 15
R,�s > _
Moisture - % of Dry Weight
Off• ' •• P
Jul • p
r ent
M ••to: r -f'866
'
e • _ r � w
`il .6�u�le County Building Department
»s} S/�(�AX,%�Ard G. Keller, P.E.: 37293 / Si Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366