HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTII
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SCANNED
BY LJ Av
�n ��or��5'C LEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
KELL°I1
!IMARTIN (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
tAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
A.: 5693 FAX (772) 589-6469
I
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 11, 2018 KSM JOB # : 183130-1 d/MH/cv
PERMIT # 1807-0696 RFCF��
CONTRACTOR Wynne Development p on) °
9
JOB LOCATION 16 San Pablo Lane .410
Spanish Lakes River Front <��P co any
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION *PEN DRY' MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 53 113.6 118.5 95.9
2. S.E. " 51 114.4 96.5
3. Center " 54 114.8 96.9
4. N.W. 52 113.9 96.1
5. S.W. of51 114.9 If
97.0
Soil Description:
Brown Clayed Sand
ith Shell Fragments 120.0 I I I I I I
IlIn Place Moisture: W
.3 Percent E
119.0
Optimum Moisture: G
0.0 Percent H I I I I
T
i ax. Dry Density: 118.0 I —
t 18.5 P.C.F. P j
I
Test Locations The C j—
117.0 - I I I I I
ensity & Penetrometer
eadings Indicate the F
egree of Compaction Meets—
�� inim equired D 116.0 I I I I I I
Lj� �. ration. R I
i I i i i
�``�i • d 'F ,ken to Natural Grade. Y I I I I I
Ede c U 115.0 �..—..T_ —••—,
e 7 8 9 10 11 12 13
No.
— -- - Moisture - % of Dry Weight
er P�
�i•1r ider t�"
iI,' , t~ Lucie County Building Department
s,panishlakes.com
;li ��� l l l l l 111�� ' •••
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
ELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
ARTIN (772) 337-7755 RO• BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
►LM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
ix (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
September 11, 2018
KSM JOB # : 183130-1 d/MH/cv
PERMIT #
1807-0696
CONTRACTOR
Wynne Development
RECEIVED
JOB LOCATION
16 San Pablo Lane
SEP 18 2018
Spanish Lakes River Front
Permltting
Port St. Lucie, Florida
De
St. Lucie Countyent
ITEM TESTED
Compacted Foundation Fill
_
TEST LOCATION
*PEN DRY
MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY
PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 53 113.6
118.5 95.9
2. S.E.
1151 114.4
1196.5
3. Center
54 114.8
if96.9
4. N.W.
52 113.9
96.1
5. S.W.
51 114.9
97.0
Soil Description:
Brown Clayed Sand
with Shell Fragments 120.0 I I I I I I
In Place Moisture: W
9.3 Percent E
1 119.0—.�—..—j.—..�..—..�..—..j—..—.
Optimum Moisture: G
10.0 Percent H I I I I I
T
Max. Dry Density: 118.0 —
118.5 P.C.F. P
I I I I I
@ Test Locations The C 117.0(—
Density & Penetrometer
Readings Indicate the F
Degree of Compaction Meets 116.0
MinirgyWjl Vpired
D
fYaion. R
• y kin to Natural Grade. Y 115.0 — • I I I — I I
" R u f�
NO 7 8 9 10 11 12 13
- Moisture - % of Dry Weight
lid P -
••'fi cie County Building Department
I anishlakes.com
�titr<�
. R6nald G. Keller. P.E.: 37293 1 SI Lic- No-: SRO { (Alit- F_ KaIIAr P F • RR'IRR
09/13/2018 13:27• 7725896469 KSM ENGINEERING_y PAGE 03/04
TP OIL ,i
A%tjNViL
KELLER, SCHLEICHEA & M,acWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7766 I? O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (661) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail; KSM@K$MENGINEERING.NET ST. LUCIE (772) 22979093
C.A.; 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED September 11, 2018 KSM JOB # : 183130-1d/MH/cv
PERMIT # 1807•-0696 �E�o
CONTRACTOR Wynne Development
SEP ], 4 2018
JOB LOCATION 16 San Pablo Lane
Spanish Lakes River Front Permitting Department
Port St. Lucie, Florida St. Lucie County
ITEM TESTED ' Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N. E. 0" - 12" 53 113.6 118.5 95.9
2. S.E. 51 114.4 If
96.5
3. Center 54 114.8 If
96.9
4. N.W. 52 113.9 if 96.1
5. S.W. If51 114.9 If97.0
Soil Description:
Brown Clayed Sand
with Shell Fragments 120.0
In Place Moisture: W I I I I
9.3 Percent E I
I I I I
Optimum Moisture: G. I
10.0 Percent H I I I I I
T
Max. Dry Density:.
118.5 P.C.F.P
@ Test Locations The 117,0 �—
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets I I 1
Mininqylppr;ylired 116.0 .�.._.i—••—� — i _.. .._.i_..—r
f�c i �$a on,
R I I I I I I
tf�n to Natural Grade. I 1 I ( I
1 Y
j Ru y 7 8 9 10 11 12 13
N ' =
Moisture - % of Dry Weight
' cie County Building Department.
. �panishlakes.com
�.�Ilrlti
R6ilald r,, Keller. PE,; 37293 / SI Lic. No,; 86o / Julie E. Keller. P.E.; (383G6