HomeMy WebLinkAboutKSM SOIL COMPACTION REPRTKELLER, 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 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
SCANNED
BY SOIL COMPACTION REPORT
St Lucie County ASTM D 1557 and ASTM D 2922
DATE TESTED March 15, 2018 KSM JOB # : 180930-1 d/MH/cv
PERMIT # 1712-0745
RECEIVED
CONTRACTOR Wynne Development
MAR. 2 9 7010
JOB LOCATION 5 Quintana Roo Lane
' Permitting Department
Riverfront St. Lucie County
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" 50 110.3 114.3 96.5
2. N.E. 1151 111.6 97.6
3. Center 52 112.4 98.3
4. S.W. 53 113.0 98.9
5. S. E. 51 111.9 97.9
Soil Description:
Brown Clayed Sand 115.0 i I I I I 1
w t I I I I In Place Moisture: I
E I A![
8.0 Percent
IH
114.0
Optimum Moisture:
11.0 Percent T
Max. Dry Density: p
114.3 P.C.F. 0
@ Test Locations The
Density & Penetrometer F ..Readings Indicate the 112.0.--...._. Degree of Compaction Meets I I I I I I
Minimum Required D t I I I I I
for itdkilt6+lrpipation. R I I I I I
en to Natural Grade. Y 111.0
`Re#II�I t 8 9 10 11 12 13 14
NO d1 .• , Moisture - % of Dry Weight
Julie er
O .�
Iptn'' Ocie County Building Department
nishlakes.com
t%%%``` Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, 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 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 15, 2018
PERMIT# 1712-0745
CONTRACTOR Wynne Development
JOB LOCATION : 5 Quintana Roo Lane
Riverfront
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 180930-1 d/MH/cv
RECEIVE®
MAR 21 2018
Permitting Department
St. , FLty Lucie County,
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1., N.W. 0" - 12" 50
110.3
114.3 96.5
2. N.E. 51
1,1.1.6
97.6
3. Center 52
112.4
98.3
4. S.W. 53
113.0
98.9
5. S.E. 51
111.9
97.9
Soil Description:
Brown Clayed Sand
115.0
I I I I 1
W
I
I I I I I
In Place Moisture: E
I
I I I I
8.0 Percent I
I
I I I I I
114.0
Optimum Moisture: H
11.0 Percent T
I
I
I I I I
Max. Dry Density: P
j
I I I I
I I I
114.3 P.C.F.
113.0
—•I_ _ _I _ _
I I I I I
C
@ Test Locations The
1
I I I I I
Density & Penetrometer F
I I I I
Readings Indicate the
112.0 � • •
I._.._t._..J.._..1.._.._
— • .— • — •. .
Degree of Compaction Meets
I I I I I
Mini qrn Required D
I I I I I
`,o tek wpdation. R
I I I I I
aken to Natural Grade. Y
111.0
ted:
8
9 10 11 12 13 14
v 0.6 �� _
Moisture - % of Dry Weight
1 er,
�,'�•', slQF
,....... Lucie County Building Department
1 �
tD�spanishlakes.com
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Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 /
JUlie E. Keller, P.E.: 68366