HomeMy WebLinkAboutKSM REPORTKELLER, 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.:15693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED December 20, 2018 KSM JOB # : 184379-1 d/SS/cv
PERMIT # 1811-0575
I
CONTRACTOR Wynne Development yZECE1VE0
JOB LOCATION 5 Reforma Lane ` -�� ]NOV
Spanish Lakes 1
Port St. Lucie, Florida N� Q sr. Luac cou""
O
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" 50 107.8 110.1 97.9
2. S.E. 44 105.2 95.5
3. Center 48 107.4 97.5
4. S.W. 45 106.0 96.3
5. N.W. 47 106.9 . 97.1
Soil Description:
T n and Gray Sand
111.0 I I I I I
In Place Moisture: W
6.2 Percent
Optimum Moisture: G 110.0-
12.0 Percent H I I I I I I
T
Max. Dry Density: I I I I
110.1 P.C.F. P
109.0I._...4.._..� ._..I_.._.
@ Test Locations The C j I I I I I
Density & Penetrometer j I I I I
Readings Indicate the F I I I I I
Degree of Compaction Meets 108.0—•I—I'—"-T
Minimum Required j I I I I I
for StakFotiin Nign• D I I I I I
" Pe .�FZ I lye�4 Natural Grade. R I
R_y i .. t� Y107.0
.� F '•, 9 10 11 12 13 14 15
�•�
Moisture - % of Dry Weight
Building Department
E
r r t t I t I t Kald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
12/21/2018 14:04 772589646q
KSM ENGINEERING
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERfXNQ_TESTlNG, INC.
MARTIN ACC (561) 845 PO- BOX 78-1377, SEBASTIAN FL 329 ASNT09
;PALM BEACH (561) 845.7445 FAX (561) 845-8876 www.kSMengineering.net 0 NEC.A.:5693 E-Mail: KSMnKSMENGINEERING.NET 7 L tE
FAX (772)559-6469
CO
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED .
'December 20, 201 a KSM JOB#:184379-1d/SS/cv
PERMIT#
1811-0575
CONTRACTOR
Wynne Development
JOB LOCATION :
5 Refonna Lane
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED
Com acted Foundation Fill
TEST LOCATION
OF SAMPLE
DEPTH "PEN DRY MAX.DRY PERCENT
READ DENSITY PROCTOR VALUE
MPACTION
1, N. E. 0" - 12" 50 107.8 110.1
2. S.E. 97.9
44 105.2 95.5
3. Center 48 107A
4. S.W. 45 106.0 97.5
5. N.W. 96.3
47 106.9 97.1
Soil Description:
Tan and Gray Sand
In Place Moisture' 111.0 1 1 1 1 1 1W •
62 Percent I I I I I I
E I I I I I I
,Optimum Moisture: I
,12.0 Percent
G 110.0
H
Max. Dry Density: T I 1 I I I
1110.1 P.C.F. P
109.04.._.l—. _I._..�.._..j ._.j_.._.
@ Test Locations The
Density & Penetrometer
Readings Indicate the F
Degree of Compaction Meets 108.0 •.—.�_ I I I
Minimum��,� sired
for R n. o I I I I
to Natural Grade. R I
107.0
1
9 10 11 12 13 14 15
_— R Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.F.; 37293 / SI !Jc. No.: 860 / Julie E. Keller. EE.: 66366