HomeMy WebLinkAboutKSM Soil Compaction ReportOnly Iv-07rT
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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 February 22, 2018 KSM JOB # : 180631 -1 d/SS/cv
PERMIT # 1710-0717
CONTRACTOR TC Custom Homes
JOB LOCATION 4607 Myrtle Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 40 106.2 110.3 96.3
2. S.W. if45 108.1 If98.0
3. Center It38 105.4 If95.6
4. N.W. 42 107.3 97.3
5. N.E. 44 107.5 97.5
Soil Description:
Brown Sand with Some Clay W 111.01 1 1 1 1 1
E I I I I I I
In Place Moisture: I I I n1l
9.6 Percent 110.0
HTOptimum Moisture: 12.0 PercentP I I I
109.0
Max. Dry Density: C I I I I I
110.3 P.C.F. I I I I I I
F
@ Test Locations The 108.0 I_ — I— _ I _ _ I — — I ------
Density & Penetrometer I I I I I I
D I I I I I I
Readings Indicate the R
Degree of Compaction Meets y I I I I I I
Mini }Arn57-quired 107.0 �—_.._.._.I_.._.�_.._.�._.._,I._.._,
`` rat 41�ndation. 9 10 11 12 13 14 15
�'�ken to Natural Grade.
u U d: Moisture - % of Dry Weight
r �•
Na.�8 '
•. J u T' P'
e iden �,�,�:
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s�'flp�lq�►`�t. Lucie County Building Department
��11 I I 110% Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
eller, P
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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
PERMIT #
CONTRACTOR
JOB LOCATION
February 22, 2018
1710-0717
TC Custom Homes
4607 Myrtle Drive
Fort Pierce, Florida
KSM JOB # : 180631-1d/SS/cv
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH
* PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S. E. 0" - 12"
40
106.2 110.3
96.3
2. S.W. to45
108.1 of98.0
3. Center of38
105.4
95.6
4. N.W. if42
107.3
97.3
5. N. E.
44
107.5
97.5
Soil Description:
Brown Sand with Some Clay
111.0 1 I I I
I I
W
In Place Moisture:
E
I
I I I I
I I I
I I
I I
9.6 Percent
G
I I I I
I I
H
110.0—..—.j.—..—
Optimum Moisture:
T
I I I I
I
12.0 Percent
p
I I I I
I I
109.0 j—..—.j.
—1.
Max. Dry Density:
C
I I I
I I
110.3 P.C.F.
F
I I I I
I I
Test Locations The
I I I I
108.0
I
—..—.I._..—
Density & Penetrometer
Readings Indicate the
D
R
I I I I
I I
Degree of Compaction Meets
y
I I I I
I I
Minimum Required
107.0
------
fo``V.,%V d4 dation.
9 10 11 12
13 14 15
n to Natural Grade.
Jblie
r
•,� �S
41 � �nome.com
ucie County Building Department
1f, I t 111 w0 onald G. Keller, P.E.. 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
02/23/2018 15.:10 772$? 469
KSM ENGINEERI G
PAGE 01/02
4
IV CP IL I
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KELLER, SCHLEICHER & MacWILLIAM ENdINEERING AND T ESTI.NG�INC.
MARTIN (772) 337-7755 P:O, BOX 78-1377, SEBASTIAN, FL 3297$-13 7 $EII89-0712
MELBOURNE (321) 768-0488
PALM sEAGH (551) 845-7446 www,ksmongineering.net ST. LUCIE (772) 229-9093
FAX (56'1) 845-8876 E-Mail: KSM(MKSMENGINEERING.NET FAX (772) 589-6469
C.A.: 5693 SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
February 22, 2018
42z �T_10-07"ITT'-
TC Custom Homes
4607 Myrtle Drive
Fort Pierce, Florida
ITEM TESTED - C
Fill
KSM JOB # : 180631-1 d/SS/cv
FEB 2 3 20I8 IU
TEST LOCATION DEPTH
* PEN
READ
DRY
DENSITY
• MAX. DRY PERCENT
PROCTOR VALUE COMPACTION
OF SAMPLE
1. S.P. 0" - 12"
40
106:2
110.3 96.3
2. S.W.
45
108.1
9$.0
95.6
3. Center
38
105.4
97.3
4, N.W.
42
107.3
" 97.5
5. N.E.
44
107.5
Soil Description:
Brown Sand with Some Clay
W
111.0 1
I ! l I I
E
In Place Moisture:
I
I
I I )
9.6 Percent
G
110.0 —
— -- — -
H
Optimum Moisture:
T
j
j I til
12.0 Percent
P
109.0
Max. Dry Density;
110.3 P.C.F.
F
a@ Test Locations The
108.0
Density & Penetrometer
D
Readings Indicate the
R
Degree of Compaction Meets
Y
Minimum Required
dation.
107.0•�--•--..�_•.�•�—..--.�—•�—.f._..—�•—
9
...,.,
1 d 11 12 13 14 15
for killi x 0
.
n to Natural Grade.
.•• N It
.
Moisture - °t° of Dry Weight
.�
-' —
Jllie 1�eller =
T =
File Copy
PARTIAL APPROVAL
sAO�
il.( homexom
- ucie County Building
Department
r���i�• `.►\r_ VnIlor Pr-
•:%77RA / SI Lic. No.; 860 1
Ji.die E. Koller, P_E.: 68366