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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.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED May 10, 2019 KSM JOB # : 191073-2d/MR/cv
PERMIT #
1904-0440
AiunoD 9lon1.75
juaW}ledad BUMILUJad
CONTRACTOR
Dave Golden Homes
61,01 L I AVW
JOB LOCATION
3632 Seminole Road
Seminole Acres
O3A1311CANNED
Ft. Pierce, Florida
BY
ITEM TESTED
Final Lift for the House Pad
St. Lucie County
TEST LOCATION DEPTH
OF SAMPLE
PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1. S.W. 0" - 12"
50+
111.5
115.3
96.7
2. S.E.
112.3
97.4
3. Center
112.9
97.9
4. N.W.
113.3
98.3
5. N:E.
111.9
97.1
Soil Description:
-
116.0I
I I I I
I
Tan Sand with
W
Clay & Shell Fragments
E
In Place Moisture:
I
12.8Percent
G
115.0 �••—•�—••—�•—
•—�••—• �••—••
••—•
H
Optimum Moisture:
T
j
I I I I
I
11.0 Percent
P
I I I
I
114.0
Max. Dry Density:
C
j
I I I I
115.3 P.C.F.
F
j
I I I
I
@ Test Locations The
113.0••—•I—••_1._.._j.._..�.._..r.._...
Density & Penetrometer
D
Readings Indicate the
R
Degree of Compaction Meets
Y
I I I I
I
«i . ifti5lll•
1�I
112.0MirarhrKIP8_9�
1,0._.._1,1.._..�12.
._..1r3 .._..1A. ,4
Res d Moisture - % of Dry Weight
�15 o,. goldenhomes.com
Fafi� Lucie Count Buildin3q Deeartment
I I I t I I ►t onald G. Keller, E.: 3729 / SI ic. No.: 860 / Julie E. Keller, P.E.: 68366
,A,
1'10q-dWe
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.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
REVISED :
May 10, 2019
KSM JOB # : 191073-1d/SS/ct
DATE TESTED
March 14, 2019
PERMIT #
1904-0440
RECENED
CONTRACTOR
Dave Golden Homes
SCANNED
BY
MAY 2 z 2019
JOB LOCATION
3632 Seminole Road
S7 I..1 ide County
Permitting
Seminole Acres
Department
St. Lucie county
Ft. Pierce, Florida
ITEM TESTED
1 st & Final Lift for the House Pad
TEST LOCATION
PEN DRY
MAX.DRY
PERCENT
DEPTH
OF SAMPLE
READ DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
0" - 12" 50+ 111.9 115.3
97.1
2.
Center
" 112.6
97.7
3.
N.W.
12" - 24" " 114.7
99.5
4.
Center
112.0
97.1
5.
S.E.
113.1
98.1
Soil Description:
Tan Sand with
Clay & Shell Fragments
In Place Moisture:
9.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
116.0 I I I I I
W I I I I I
I
G 115.0 1—..—.1—..—.I.— .-1.—. �..—..1..—...
H I I I I
T I I I I
I I I I I
P 114.0—..—.i—.. .I.—..—i.—.. �..— ..—...
I
C I I I I
F 113.0 1.—..—(.—..4..—..+......
T_.. — —
D I I I I I
R
Y 112.0—.;—..—.;.—..—;..—..�..—.. r..—..,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
homes.com
"1r111'81 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Tr C 1 t
i117M
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 MELBOURNE (321) 768-8488
FAX (561) 845-8876 www.ksmengineering.net ST. LUCIE (772) 229-9093
E-Mail: KSM#KSMENGINEERING.NET
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED May 10, 2019 KSM JOB # : 191073-2d/MR/cv
PERMIT # 1904-0440
RECEIVED
CONTRACTOR Dave Golden Homes
MAY 2 2 1019
JOB LOCATION 3632 Seminole Road
Permitting Department
Seminole Acres St. Lucie County
Ft. Pierce, Florida
ITEM TESTED Final Lift for the House Pad
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" - 12" 50+ 111.5 115.3
96.7
2. S.E.
112.3
97.4
3. Center
112.9
97.9
4. N.W.
113.3
98.3
5. N.E.
111.9
97.1
Soil Description:
Tan Sand with
Clay & Shell Fragments
In Place Moisture:
12.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readinqs Indicate the
116.0 I I I I I
W
E
I
G 115.0 �.._.�—..-1._ ._�.._. �..—.. .._..
H I I I I
T
P
114.0 1—.._.I—.. 1._.._L._.. �.._ .�.._..,
C
j I I I I I
F I I I I
I
D I I I I I
R
Y I I I I I
112.0.._.,—.._,._.._,.._..7.._..r..—..,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
St. Lucie Count Building Department
Ronald G. Keller, E.:37293/ SI ic. No.: 860 / Julie E. Keller, P.E.: 68366
05/14/2019 08:29 7725896469 , KSM ENGINEERING 1 9 `P GE ,N/05
V C1 FILE COPY
KELLER, SCHLEICHER $ MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SERAS11AN (772) 589-0712
PALM BEACH (661) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-6876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6489
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : May 10, 2019 KSM JOB # : 191073-2d/MR/cv
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
1904-0440
Dave Golden Homes
3632 Seminole Road
Seminole Acres
Ft. Pierce, Florida
Final Lift for the House Pad
SCANNED
BY
St. Lucie County
DEPTH PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
AEceiveo
MAY l 4'10
Permittln9 oepae", ^m
St. Luce Cou
PERCENT
COMPACTION
1,
S.W.
0" - 12" 50+ 111,5 115.3
96.7
2.
S.E.
112.3 1197.4
3.
Center
112.9 ti97.9
4.
N.W.
113.3
98.3
5.
N:E.
" 111.9
97.1
$oil Description:
Tan Sand with
Clay & Shell Fragments
In Place Moisture:
12.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Decree of.Comoaction Meets
116.D
W
E j I I I I
G 115.0 j_.._.�_.._�._. .—�.._. �.._.. .._...
H I I I I I
T 1 I I I
P j I I I I
114.D j—.._.(_.. a. _.. _1.._..�.._ . I .. _..
C j I I I I
j I I I I I
F I I I I
113.0 .._.I_.._j._._—C._..�.._..C.. ...
D I I 1 I I
R j I I I I I
Y 1 I 1 I I
112.0 I-.._.,_.._,._.._i.._..�.. _.. r.._..,
6 9 10 11 12 13 14
Moisture - % of Dry Weight
DLid Countuildiw Deaartment
Keller, $I c. No.: 860 / Julie E. Keller, RE-: 68366