HomeMy WebLinkAboutSOIL REPORTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
itlr'° I C! IL Ar ENGINEEP"'G
iL-'J AVi AND TESL inG
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:
December 20, 2019
KSM JOB #: 195154-1d/SH/jo
PERMIT#:
1910-0576
RECEIVED
CONTRACTOR:
Adams Homes
JAN 0 0 ?020
SCANNED
JOB LOCATION:
5309 San Benedetto Place
Lot 3, Waterstone
ST. Lucie County, Permitting
BY
St. Lucie Counts,
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
DEPTH PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E.
0" -121, 40
109.8 112.8
97.3%
2. S.W.
41
110.6
98.0%
3. Center
41
110.3
97.8%
4. N.W.
39
108.9
96.5%
5. N.E.
39
108.6
96.3%
Soil Description:
Brown Sand with Shell
In Place Moisture:
9.0%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
112.8
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
114.0
W
E
I
G 113.0
H
T
P 112.0
C
111.0
F
D 110.0 ?-
R
Y i
li DEC 3 0 2019 8
�..........
— �—
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
--------.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-..—.._
I
I
I
I
I
I
I
I
I
I
I
9
10
11
12
13
14
Moisture - % of Dry Weight
�'q3KO&O 01a?'-itrpd: Disclaimer: Contractor is responsible to maintain
No d: r`,the tested area in the condition that KSM
completed the indicated passed compaction test.
°R
E OF o to � �"- KSM is not responsible if the tested area has been
oia4FO��e�.� ;r;E altered from the approved inspected condition.
ir 12/23/2019
Email to: St Lucie Building Department; rjohnson@adamshomes.com }�/j (► //
Proudly Serving Florida since 1990
Headquarters ENGINEERIN . Mailing
11345 U.S. Highway 1 PO Box 78-1377
� �VL AND TESTING `'
Sebastian, FL. 32958 Sebastian, FL. 32978
Orlando Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 2922 KSMengineering.net
DATE TESTED: December 20, 2019 KSM JOB M 195154-1d/SH/jo
PERMIT #: 1910-0576
CONTRACTOR.
Adams Homes
JOB LOCATION:
5309 San Benedetto Place
Lot 3, Waterstone
Fort Pierce, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E.
0" - 12" 40
109.8
112.8
97.3%
2. S.W.
41
110.6
98.0%
3. Center
41
110.3
97.8%
4. N.W.
39
108.9
96.5%
S. N.E.
39
10B.6
96.3%
114.0 1
W
E
Soil Description:
I
I
I I I I I
Brown Sand with Shell
G
113.0 T �
1—.._.._.._:._.._:._.._.._.._
� � 1 I I I
H
I
I I
T
I I I
In Place Moisture:
P
I
112.0 .._.i_.._.
I I I I I
_.._i._.. ...—.. �.._.,_
9.0%
Optimum Moisture:
C
I
I I I I I
111.0 ..—.�_
._.�._.._�._..—�.. .. �.._.._
11.0%
F
I
I I I 1 I
Max. Dry Density: P.C.F.
I
I I I
112.8
D
110.0 --—•.
—"-
@ Test Locations The
R
I I I I I
Density & Penetrometer
Y
I
I I I I I
Readings indicate the
109.0
1•—••4•—••-4•
Degree of Compaction Meets
8
9 10 11 12 13 14
Minimum Required
�taLi
Moisture - % of Dry Weight
``sgc'3{l��tl
a�}tiiffed:
Disclaimer Contractor iu responsible to maintain
ti,e tested orpi in the condition that KSN1
i
ru,�,plet�rl the indicated passed compaction test.
OF
K, nut iespciw-ible if the tested area has been
^?
f1�6rba�,0.
al:.ra�•d hron in,• approved inspected condition.
dE�ly8ld9y�t: 12/23/2019
Email to: St Lucie Building Department; rjohn5on@adamshomes.com
Proudly Serving Florida since 1990