HomeMy WebLinkAboutKSM REPORTSTgr C!'k t �� 1012
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 R O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 ,,y,,4w.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
ITEM TESTED
TEST LOCATION
OF SAMPLE
December 19, 2018
1812-0346
Dave Golden Homes
18102 Bridle Way
Ft. Pierce. Florida
2nd Lift for the House Pad
KSM JOB # : 184276-2d/SS/ct
SC4NNFD
St. CuC a count'
DEPTH 'PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
PERCENT
COMPACTION
1.
S.E.
12" - 24" 39
112.4 114.7
98.0
2.
S.W.
34
110.7
96.5
3.
Center
41
113.1
98.6
4.
N.W.
39
112.8
98.3
5.
N.E.
37
111.2
96.9
Soil Description:.
Light Brown Sand
with Shell & Clay
In Place Moisture:
10.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
116.0 I I I I I
W
E
1 115.0
G ••_.j_.._1._..7
._.._T.._..T..—...
H114.0
T j I I I I I
P I I I I
I
C 113.0—.._.�_. _�._.._�.._.. �.. .. .._...
I I I I I I
F I I I I I
I
D 112.0 L.._.j_.._i._.._I.._..i.._.. I .._...
I
R
y I I I I I
111.0 ,_.._,._.._,..—..�.._.. r.._..,
8 9 10 11 12 13 14
rade.
Moisture - % of Dry Weight
corm r1
��29I.f >PRINA P; / Julie E. Keller, P.E.: 68366
12/27/2018 16:29 777-1-96469 KSM ENGINEG"T.;'G PAGE 03/03
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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
December 26, 2018
1812-0345
Dave Golden Homes
18102 Bridle Way
Ft. Pierce, Florida
ITEM TESTED Final Lift for the House Pad
KSM JOB # : 184276-3d/MH/ct
n
WOO i
c
TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
12" - 24" 50
109.7 114.7
95.6
2.
N. E.
51
111.E
97.3
3.
Center
52
112.4
98.0
4.
S.W.
50
109.8
95.7
5.
S.E.
50
110.1
96.0
Soil Description: 116.0
Brown Clayed Sand
W
with Shell Fragments
E
in Place Moisture:
1
115.0!.._.I_.._}._.,_I.._..t._..T.._..,
7.6 Percent
G
H
Optimum Moisture:
T
114,0 .._.�_.._� _�.._.. �.._..
11.0 Percent
P
I I I I
Max. Dry Density:
C
j 1 I I I I
114.7 P.C.F.
I I I I I
F
I I I I
@ Test Locations The
Density & Penetrometer
o
I
112.0 �—••— I I
I I I
Readings Indicate the
R
Degree of Compaction Meets
y
Mihimu�lJjgq ed
111.0 i-••_.�_.._�._.._h._....._..t.._...
h�;ti�i K�°*•,,°
8 9 10 11 12 13 14
o Natural Grade.
Moisture- %of Dry Weight
EJYM9%IZ%l?i9.r.yMt / Julie E. Kelley P.E.: 68366
��4 ►A �ILE COPY
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: 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 26, 2018
KSM JOB # :
184276-3d/MH/ct
PERMIT #
1812-0346
CONTRACTOR
Dave Golden Homes
RECEIVED
190446,VV
JOB LOCATION
18102 Bridle Way tS
ey
JAM 08 7019
Ft. Pierce, Florida f, lu
O
Permitting 0e
St. Lucie Cough en,
ITEM TESTED
Final Lift for the House Pad
TEST LOCATION
*PEN DRY
MAX.DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY
PROCTOR VALUE
COMPACTION
1. N.W. 12" - 24"
50
109.7 114.7
95.6
2. N.E.
51
111.6
97.3
3..Center
52
112.4
98.0
4. S.W.
50
109.8
95.7
5. S.E.
50
110.1
96.0
Soil Description:
116.0 - I I I
I I
Brown Clayed Sand
W
with Shell Fragments
E
I I I
I I
In Place Moisture:
1
115.0-•I-"-1'-'-I"-"�"-
'T"-"
7.6 Percent
G
H
I I I
I I
Optimum Moisture:
T
114.0
11.0 Percent
P
I I I
j I I I
I
Max. Dry Density:
C
113.0 :—..—.._. _:._.._:._.._..
114.7 P.C.F.
I I I I
I I
F
I I I
I I
@ Test Locations The
Density & Penetrometer D
Readings Indicate the. R
Degree of Compaction Meets Y
I
112.0 L.._..—..—�._.._�.._.. �.._..
I I I I I
j I I I I
i I I I I
1 9 10 11 12
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
I
13 14
12/20/2018 16:40 7725896469 KSM ENGINEERING PAGE 01/01
T.0"r1LAr
JL%I;;PAdi
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.ksmengineoring.net MELBOURNE (321) 768.8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589.6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
KSM JOB # : 184276-2d/SS/ct
R
se 10
Sf<o��eYNFO
COG
7�
ITEM TESTED 2nd Lift for the House Pad
December 19, 2018
1612-0345
Dave Golden Homes
18102 Bridle Way
Ft. Pierce, Florida
TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
12" - 24" 39
112.4 114.7
98,0
2.
S.W.
34
110.7
96.5
3.
Center
41
113.1
98.6
4.
N.W.
39
112.8
98.3
5.
N.E.
37
111.2
96.9
Soil Description:
Light Brown Sand
with Shell & Clay
In Place Moisture:
10.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.7 P.C.F.
cQ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
Natural Grade.
116.0
W
E
1
115.0 -•—_I—
I I I I
H
T114.0
P
I
I
I 1 I I
113.0 •.—.�—
I I I I
1 _.I._.._�._..i.. .. T .._..,
F
(
I
I I I I I
D
R
Y
111.0
8
9 10 11 12 13 14
Moisture - % of Dry Weight
/ Julie E. Keller. P.E.: 68366