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03/14/2017 15:37 7725� KSM ENGINEER
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7755 P.O. BOX 78-1377' 'SEBASTIAN FL 32978-•1377 SESASTIAN(772)589-0712
PALM BEACH(561)845-7445 MELBOURNE 321 768-8488
FAX SB1 845-$876 wuVw.ksmengineering,not ( )
( ) E-Mail:KSM@KSMENGINEERING.NET ST.LUCIE(772)229-9093
C.A.:5693 FAX(772)5$9-6469
SOIL COMPACTION REPORT
AS'I M D 1567 and ASTM D 2922
DATE TESTED March 10, 2017 KSM JOB#: 170736-1d/MH/cc
PERMIT# : 1701-0512
CONTRACTOR Wynne Development
JOB LOCATION 1 Barcelona Lane
Spanish lakes 1
Pork St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S,W- 0"- 12" 51 111.1 115.0 96.6
2. N.W. 51 111-3 96.8
3. Center 54 114,2 " 99,3
4- S.E. 51 113A 98-3
5. N.E. 50 110.6 96.2
Soil Description:
Brown Sand with Shell Fragments
W116.0 ' I { I I I
In Place Moisture: E
71 Percent I
Optimum Moisture: --
H 115.0 �
11.0 percent
T f I I I ! 1
Max. Dry Density: p
115.0 P.C.F. 114-0 +- -, I-, _ .j_.._,.j�.,.�-.j_ _••j_-._.,
C I 1 I I 1 1
@ Test Locations The
Density& Penetrometer F
Readings Indicate the 113.0 _..�..�-.�.._..�.._,.�„_..j_-._..
Degree of Compaction Meets
Minimum uired Q
f0 ISIN � I �! d jOn' R I I I I I I
n to Natural Grade. Y 112.0 �-- —..! _..�- i— — r •— !--
.��Fie 8 9 10 11 12 13 14
w
1'
s �O' Moisture-°!o of Dry Weight
•'e IleaJ '
die County Building Department
••• ' �shlakes.com RECEIVED NA 15
Ronald G.Keller,P.E,:37293/31 Lic-1140,:860 I Julie E.Keller, P.E.,68366
i
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, ' INC.
MARTIN(772)337-7755 1P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772)589-0712
PALM BEACH (561)845-7445 www�ksmengineering.net MELBOURNE(321)7,68-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)2;29-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 10, 2017 KSM JOB# : 170736-1d/MH/cc
PERMIT# 1701-0512
CONTRACTOR Wynne Development
JOB LOCATION 1 Barcelona Lane
Spanish Lakes 1
----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. S.W. 0" - 12" 51 111.1 115.0 96.6
2. N.W. 51 111.3 96.8
3. Center if54 114.2 99.3 ,
4- S.E. 51 113.1 98.3
5. N.E. to50 110.6 96.2
Soil Description:
Brown Sand with Shell Fragments
116.0 I I I I I
In Place Moisture: WE I I I I I I
7.1 Percent
Optimum Moisture: H 115.0 I—
11.0 Percent T
I I I I I I
Max. Dry Density: P I 1 I I
115.0 P.C.F. 114.0 —
C I I I I I I
@ Test Locations The
Density & Penetrometer F I I I I
Readings Indicate the 113.0 =— —
Degree of Compaction Meets
Minimum Rflquired D I I I I I I
° � d�yon'. R I I I I I I
n to Natural Grade. Y 112.0
Res e_ 8 9 10 11 12 13 14
' No. 1
• = Moisture-% of_Dry Weight
RECEIVED MAp
e ES
e
• Ak ie County Building Department
o ( I'shlakes.com
�r IAL 111111�0N%
Ronald G. Keller, P.E,: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366