HomeMy WebLinkAboutKSM REPORTS117 Yiff
-XEttER,S-GHLEI-CHf11--&-MacWiLLt-A-MrtNOtNEE-RING-A-ND-T-E5ThN1a,IiV-C-.
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 March 4, 2019 KSM JOB # : 190 64 MH/cv
PERMIT # 1x 0_ 225®c ,
CONTRACTOR Roundhill Construction S+t @y�FO BlO��bh�
JOB LOCATION 7233 Marsh Terrace cUp/�' Coll,
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation rill
TEST LOCATION DEPTH PEN DRY MAK DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
108.4 112.7
96.2
2.
N.E.
50
109.3
97.0
3.
Center
50
110.6
98.1
4.
S.W.
50
109.2
96.9
5.
S.E.
50
109.7
97.3
Soil Description:
Brown Sand
In Place Moisture:
6.2 Percent
Optimum Moisture:
11.0 Percent
Max. D-, Density:
112.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 1 1 1 1 1 1
W
E I I I I I I
I I I I I I I
G 113.0
H I Aj..
T
i120 -
P -, _...._..
C111.0
FD 110.0_._.._
......___......
R I I I I I I
Y I I I I I I
109.0.._.j_.._j._..�.._...._..�.._.,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
County Building Department
/rrrrullt�`�
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Jd t. t Tap C 1 ! �vl
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTAG,_1NC-- ___
MARTT1F(772Y3_37-7755 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
March 4, 2019
KSM JOB # : 190866-1d/MH/cv
PERMIT #
1901-0225
��',�
RECEIVED
CONTRACTOR
Roundhill Construction
FVIV
tuCl�Cc��
MAR 0 20t9
4n4,
JOB LOCATION
7233 Marsh Terrace
ST, Lucie County, Permitting
Port St. Lucie, Florida
ITEM TESTED
Compacted Foundation
Fill
TEST LOCATION
DEPTH PEN
DRY MAX.DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR
VALUE COMPACTION
1. N.W.
0" - 12" 50
108.4 112.7
96.2
2. N.E.
50
109.3
97.0
3. Center
50
110.6
98.1
4. S.W.
50
109.2
96.9
5. S.E.
50
109.7
97.3
Soil Description:
Brown Sand
In Place Moisture:
6.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 1 1 1 1 1 1
W
E I I I I I I
I I I I I I I
G 113.0
H I I I I I I
T
1
i I I I I
P 112.0-._.i_.._. _.. I.._. _.._..i .._..
I I I I I I
111.0 .._.�_ ._�._.. �.._.. .. ..� .._..
F I I I I I I
I I I I I
R I I I I I I
Y I I 1 I I I
109.0
8 9 10 11 12 13 14
ig Department
Moisture - % of Dry Weight
Ronald G. Keller, RE.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366
oil- odz�
g1"AVIIL
-KELL.ER,—SCHLEICH-E-R-&-M-zcWIL-LIAM-E-UUGINE-RIN-G AND-TEBTtNG--INC:---
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksrnengineering.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 AS_TM D 2922
DATE TESTED March 4, 2019 KSM JOB # : 190866-1 d/MH/cv
PERMIT # 1901-0225
CONTRACTOR Roundhill Construction
JOB LOCATION 7233 Marsh Terrace
_Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
'TEST. LOCATION PEN DRY MAX. DRY PERCENT
•OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
2. N.E'
,3. C'enter
4: eS ,W'_- :
5 S%E
try,,. •�.},-,
Soil Description:,
Brown Sand
In Place Moisture:
6.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
- 12" 50
108.4 112.7
96.2
" 50
109.3
97.0
" 50
110.6
98.1
" 50
109.2
96.9
" 50
109.7
97.3
W
114.0 1 I I I I
I
E
I
I I I I I
I I I I I
I L]
I>
N
G
—
w
••rd
c
H
I I I I I
I W
N
P
112.0 1I ..—.�_.._� _.. �..—. .._..I
_.
I I
I I
I
C
I I I
111.0 .. _ .� _ �.............
I
..� .. _
..
F
I I I I I
I
•
D
I I I I
11o.0 ! .._.!_.._I._..J.._..1.._..
I
_..
R
I I I I I
I
Y
I I I I 1
I
8 9 10 11 12
13 -
14
Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366