HomeMy WebLinkAboutKSM06/12/2018 11:37 7725E-/-769 KSM ENGINEERIi PAGE 02/02
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KELLER, SCHLE'IE'G ' R�r�RMWILILIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P O, BQX 7g 1377 SEBASTIAN FL 32978-•1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www,kamengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST L.UGIE (772) 229-9093
C.A.: 569a I FAX (772) 589-6469
SOIL. COMPACTION. REPORT
ASTM D11557 and ASTM D 2922
DATE TESTED June 11, 2018
PERMIT # 1804-0765
CONTRACTOR ; Wynne Developml it
JOB LOCATION 14563 Dalla Avenue
Spanish Lakes Fairways
Fart Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB*: 181904-1d/MHljt
RECEIVED
JUN 1 2 201g
St. Li%►mittince CoLnh,eDt
TEST LOCATION DEPTH *IPEN
DRY
MAX. DRY PERCENT
OFSAMPLE READ DENSITY
PROCTOR VALUE COMPACTION
1. N. W. 0" � 12" 150
108.9
113.3 96.1
2. N.E. if51
111.4
98.3
3. Center' " 52
112.6
99.4
4. S.W. If 50
110.1
97.2
5 S. E " 53
113.1
99.8
Soil Description;
Brown Clayed Sand
114.0 -
I I I I
with Shell Fragments W
I ! I I 1
In Place Moisture: E
9.3 Percent I
I
I I 1
Optimum Moisture: H
11.0 Percent T
Max. Dry Density. P
113.3 P.C.F.
112.0 I-......I—
—I._....�.._.. �.. a— ..
C
@ Test Locations The
I
I I 1 I
Density & Penetrometer I F
I I I I I
Readings Indicate the I
1i1.0 i •_
�_ ^j•—• --C• _.. `...._.�_.. _..
Degree Meets
Min,,�, �,,.,���
i r�
I I I f I
fopof ."G.,, R
Gamk .,
I
I I I I j
PW.Amdings akkl to Vatural Grade. Y
110.0
JAR espEc ed;:
8
9 10 11 12 13 14
M
+ •
-�..�
Moisture - % of Dry Weight
he h
,
-r••,••••'' ',PY
,*
FILE -CO.
• , - 1�ie County Building Department
a
Email to: spanPshlakes.com
Ronald G. KellI r, P.E.: 37293 / SI Lio. No.: 800 /
I
Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWjILLIAM 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: ISM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM ID 1557 and ASTM D 2922
DATE TESTED June 11, 2018 KSM JOB # : 181904-1d/MH/jt
PERMIT # 1804-0765
CONTRACTOR Wynne Development
RECEIVED
JOB LOCATION 14563 Dalia Ave ue
Spanish Lakes Fpirways JUN 2 2010
Fort Pierce, Florida Permitting Department
St. I.ucle county
ITEM TESTED Compacted Foundation Fill
TEST LOCATION * IPEN DRY MAX. DRY PERCENT
OF, SAMPLE DEPTH E�EAD DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 50 108.9 113.3 96.1
2. N.E. 51 111.4 98.3
3. Center 52 112.6 99.4
4: S.W. 50 110.1 97.2
5. S.E. 53 113.1 99.8
Soil Description:
Brown Clayed Sand 114.0 I I I I 1
with Shell Fragments W
In Place Moisture: E
9.3 Percent I I I I I
I I I I I
G 113.0 L..—.,—..—,. — — •—..
Optimum Moisture: H
11.0 Percent T
Max. Dry Density: ( I I I I
P 112.0 I I.—..�..—.. �.. I—..—.
113.3 P.C.F.
C
@ Test Locations The
Density & Penetrometer F
Readings Indicate the 111.0
Degree of Compaction Meets I I I I I
Mini ` n't�ei• D I I I I I I
• I
for ��ta•gI,,�!., R
{b�Natural Grade. Y 110.0
•lies . ;ct#altSr d: w
8 9 10 11 12 13 14
No.
Moisture - IN, of Dry Weight
• '
R I
Fa t"�•�+�ie County Building Department
Email�fPie, paiiishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 ! Julie E. Keller, RE.: 68366