HomeMy WebLinkAboutKSM REPORTS_ -N. --I I/ q b-�'- an[. �'
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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 MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-N ail: KSM jK W�sN�G11NEE INQ.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL G�MPAGTION �EPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED April 17, 2019 KSM JOB # : 191526-1d1SH/ct
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED .
1903-0260
Seapointe Builders, LLC
122 Easy Street
White City, Florida
Dacted Foundation Fill - De',
RECEIVED
A.?R 2 3 M9
ST. Lucie County, Permitting
SCANNED
TEST LOCATION PEN DRY MAX. DRY C. "UM 1"ONCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" -12" 38
106.8 110.9
96.3
2. Center
39
107.8
97.2
3. N.E.
37
105.6
95.2
Soil Description:
Brown Sand
In Place Moisture:
9.9 Percent
Optimum. Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Reauired for
W 112.0 I I I I I
E i
H111.0 i .._.J—..—.t—..— ._..—I..—..-1.._.._
T110.0
I I I I I
I I I I I I
I I I I I I
C 109.0 1..
F I I I I I
108.0
I I I
D I I I I I I
R
y 107.0
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. Keller, P.E.: 68366
TdopC!1t
A%LaAVO ,
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
www.ksmengineering.net ()
PALM BEACH (561) 845-7445 ' ' MELBOURNE 321 768-8488
FAX (561) 845-8876 E-I fS. KSMgj�gME .GINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED April 17, 2019 KSM JOB # : 191526-1 d/SH/ct
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM
1903-0260
Seapointe Builders, LLC
122 Easy Street
White City, Florida
)acted Foundation Fill - Di
Pad
RECEIVED
APR 2 4 2019
ST. Lucie County, Permitting
SCANNED
TEST LOCATION PEN DRY MAX. DRY St. LUCie TRbtNT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
0" - 12" 38
106.8 110.9
96.3
2. Center
39
107.8
97.2
3. N.E.
37
105.6
95.2
Soil Description:
Brown Sand
W
112.0 ,
In Place Moisture:
E
I I I I I
9.9 Percent
I
I I I
G
111.0-.—.1—..—.t—.._
.—..—I.._.. 1.._.._
Optimum Moisture:
H
I
I I I I I
12.0 Percent
T
I I I I— I
110.0
P
Max. Dry Density:
I
I I I I I
110.9 P.C.F.
C_
109.0 ..—
I— — F—..—(.—..—).. .. 4..—.._
@ Test Locations The
Density & Penetrometer
108.0 7-•-_
_ _ I I I I I
Readings Indicate the
D
I
Degree of Compaction Meets
R
107.0-..—.i—..—.a—..—;.—..—;..—..1..—..�
I I I I I
Minimum Required for
Y
9
10 11 12 13 14 15
Unstaked Foundation
Remsp dr<,
Moisture - % of Dry Weight
Ihoo.com
County Building Department
! 1111IRdnald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller. P.E.: 68366