HomeMy WebLinkAboutKSM REPORTS-*KELEER,;SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL'32978-1377 _ SESASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmen ineerin net LBOURNE (321) 768-8488
FAX (561) 845-8876 9 g' y�'(' {
C.A.:5693 E-Mail: KSM@KSMENGINEERING.NE7 UEB1CIE V72) 229-9093
BY FAX (772) 589-6469
SOIL COMPACTION REPORT St. Lucie County
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT#. -
CONTRACTOR
JOB LOCATION
TESTED
August 20, 2019
1901-0520
Dave Golden Homes
3244-River Drive
Fort'Pierce, Florida
Footers for the Addition
KSM JOB # : 193300-1 d/MH/ct
LRE-ciEzVED
2 2019
nepaountITEM
_
+t
TEST LOCATION
PEN
DEPTH
DRY
MAX. DRY PERCENT
OF S�MPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. E. Side'
0" -12" 50
109.6
112.0 97.9
2. N. End
50
110.7
" 98.8
3. W. Side
45
108.3
96.7
Soil Description:.
113.0
I I I I I
Brown Sard ,
W
E
In Place Moisture:
I
9.3Percent,
G
112.0 L.._.�_..—�._..
�..—.. .._...
H
Optimum Moisture:..
T
11.0 Percent
p
i
111.0 j—.._.I_..
L_.._I._..-4.. ..� .._..
Max. Dry Density:
C
112.0 P.C.F.
j
I I I I
P
I I I I
@ Test Locat'ionsThe
110.0••—•j—••—j•—••—j••—••-t..—..•T•..
Density & Penetrometer D
Readings Indicate the
R
Degree of Compaction Meets Y
Minir�{�n9'f>ijtf 6a��
109.0-.,_.;_.._;._.._�._..
�.._.. .._..,
8
9 10 11 12 13 14
Moisture • % of Dry Weight
FAdenhomes.com; St. Lucie County Building Department
G. H,• P.E.: 372931 SI Lic. No.: 860 / Julie E. " ;r, P.E.: 68366
'AKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 Wcksmenglneering.net MELBOURNE (321) 768-8488
FAX (581) 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 WTA%IgF2
DATE TESTED August 20, 2019 BY KSM JOB # : 193300-1d/MH/ct
PERMIT# 1901-0520 St. Lucie County
CONTRACTOR Dave Golden Homes
JOB LOCATION 3244 River Drive
Fort Pierce, Florida
ITEM TESTED Footers for the Addition
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
E. Side
0" -12" 50
109.6 112.0
97.9
2.
N. End
50
110.7 "
98.8
3.
W. Side
45
108.3
96.7
Soil Description:
113.0 1 I I
I I I
Brown Sand
W
In Place Moisture:
I
J—.._.
�.._..
9.3Percent
G
112.0
.._..
H
Optimum Moisture:
T
11.0 Percent
P111.0_.114.
\41!1
._.._..
Max. Dry Density:
c
112.0 P.C.F.
P
I I
@ Test Locations The
110.0 j "—•I_"-1'—"—F'—""i"—"t"—"
Density & Penetrometer
D
Readings Indicate the
R
Degree of Compaction Meets
Y
MinimNni1F(V4tited;
109.0 ••_.;_.._;._.._r._..�.._..
.._..,
},a,�• �e C. f(E jdtf"
8 9 10
11 12 13 14
�i..........
Moisture %
of Dry Weight
iomes.com; St. Lucie County Building Department
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
JM4Q1gVjL
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 7) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (56845-1388876 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 September 9, 2019 KSM JOB # : 193300-2d/MH/cv
PERMIT #
1901-0520
��V180
CONTRACTOR
Dave Golden Homes
S( y
��C/e
COuntj,.
JOB LOCATION
3244 River Drive
Fort Pierce, Florida
ITEM TESTED
Slab
TEST LOCATION
DEPTH PEN
DRY
MAX.DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. East
0" - 12" 52
110.8
112.0
98.9
2. West
52
108.6
97.0
Soil Description:
Brown Sand
In Place Moisture:
9.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
113.0
W
E
G 112.0 L.._.�_.._�._.. _.. �.._.. .._..
H
T
P
111.0 i—.._.I_.. a._..—j.._.. �.. .. j .._..
C
j I I I I
F I I I I
110.0 i.._.j_.._J._.._j.._..�.._...._..
D
R
Y
109.0
I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
St. Lucie County Building Department
nunmu u. miler, r.t.: a/za3 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366