HomeMy WebLinkAboutKSM REPORTS8/ 2 - 06 sr
Tor OIL ff
KELLER, SCHLEICHER & MacWILLIAM ENGI ETLE AD 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 SC,
ASOIL STM D1 57 andASTM D 2922 FAX (772) 589-6469
COMPACTION
3t 4U%Cotl
my
DATE TESTED January 24, 2019 KSM JOB # : 190358-1d/MH/cv
PERMIT # 1812-0351 RFc FO
FF� J
CONTRACTOR Wynne Development P. 7?p�g
Sr <� e,D t JOB LOCATION 4 Islandia Lane co me
Spanish Lakes 1 ,'^h, nt
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.E. 0" - 12" 50 110.6 112.7 98.1
2. S.E. 50 108.4 96.2
3, Center 50 109.6 97.2
4. N.W. 50 109.2 96.9
5. S.W. 50 108.1 95.9
Soil Description:
Brown Sand 114.0 I I I I I I
W
In Place Moisture:
9.3 Percent I 113.0
Optimum Moisture: H I I I I I
11.0 Percent T
112.0 i ..—i.—..�—i.—..i—i.......—.
Max. Dry Density: P
112.7 P.C.F. I I I I
C111.0—..—,.— .�..—..—..�.._.—..�..—.
@ Test Locations The ) I I I I I I
Density & Penetrometer F
Readings Indicate the 110.0 J—••—I
Degree of Compaction Meets I I I I I I I
Min I I I I I I
R I
Ile 109.0
ec ull 8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Juli
Pk ® ,10r•� �* �`•
Farb ��cie County Building Department
E-mail (I&P ynnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
cF 22
:. TAP A-LR
9%IjA &
KELLER, SCHLEICHER & MacWILLIAM EN IN T G, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, L 7 S'EBA' STIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineedng.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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
January 24, 2019
1812-0351
Wynne Development
4 Islandia Lane
Spanish Lakes 1
Port St. Lucie, Florida
Foundation Fill
sf 4SCey'�Fa
C'
KSM JOB # : 190358-11/MH/cv
TEST LOCATION
OF SAMPLE
DEPTH
PEN
READ
DRY MAX. DRY
DENSITY PROCTOR VALUE
PERCENT
COMPACTION
1. N.E.
0" - 12"
50
110.6 112.7
98.1
2. S.E.
50
108.4
96.2
3. Center
50
109.6
97.2
4. N.W.
50
109.2
96.9
5. S.W.
50
108.1
95.9
Soil Description:
Brown Sand
In Place Moisture:
9.3 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 I I I 1 I I
W
E j I I I I I I
G113.0.._f._..T_.._j._......_ �_1..T.._.
H I I I I I
T
112.0
P
C 111.0—.._�.._ .�..—�.—..� ..—. —.. .._.
F
110.0 �_.._�._..� .._�._..� .._�._.. ..—.
D I I I I I I I
R I I I I I I I
Y 109.0..—�.—..�..—t.—..r.._�._..T.._,
8 9 10 11 12 13 14 15
uilding Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
01/25/2019 16:31 772589 KSM ENGINEERINPAGE 03/03
b G 'o /Z'- 03 bl.
�r FILE"Copy
Y
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 MELLBOURNE (321) 768-8488
FAX (561) 845-3876 E-Mail: KSMQKSMENGINEERlNG.NET ST..LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 24, 2019
1812-0351
Wynne Development
4 Islandia Lane
Spanish Lakes 1
Port St, Lucie, Florida
KSM JOB # : 190358-1 d/MH/Cv
%90
118Q%1F0 Sf e1-NFO
Perm J0 2 570/g e 00%61
e1t
S uve a hen"
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" -121, 50
110.6 112.7
98A
2.
S.E.
50
108.4
96.2
3.
Center
50
109.6
97.2
4.
N.W.
50
109.2
96.9
5.
S.W.
50
108.1
95.9
Soil Description:
Brown Sand
114.0 I I I I I I
W
In Place Moisture:
E
9.3 Percent
G
113.0 i
Optimum Moisture:
H
11.0 Percent
T
j 1 I I I 1 1
.._.._..�. _• L _.
112.0 ul—
Max. Dry Density:
P
i I I I I I
I I I I
112.7 P.C.F.
I I
•
C
I I I I
111.0 .._•.._ �.._.._..� .._.
@ Test Locations The
_.
I I I I I I I
Density & Penetrometer
F
Readings Indicate the
110.o
Degree of Compaction Meets
I I I I I I
Minirr�WgltM 19ri��
D
I
) I I I I I
for$`a(q N.A.
R
I
:ull �'
8 9 10 11 12 13 14 15
=
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. NO.: 860 / Julie E. Kellar, P.E.: 68366