HomeMy WebLinkAboutCompaction Test I' Calk 9 �
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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-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 June 23 2017 KSM JOB# : 171975-1d/MH/ct
PERMIT# 1704-0117
CONTRACTOR South Florida Aluminum Products
JOB LOCATION 7700 McClintock Way
Savannah Club
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. Center 0" - 12" 50 102.2 107.3 95.2
Soil Description:
Brown Sand
108.0 - I I I I I
In Place Moisture: w '
I I I I I
5.3 Percent E I I I I I
G 107.0 L.._.. _..—.
Optimum Moisture: r"—"I—" '1—'•— I—"—'
12.2 Percent T I I I I I
I I I I
Max.. Dry-Density:107.3 P.C.F. 106.0
-
L.._..
C I I— 1_.._.1_.._.I_.. I_.._.
@ Test Locations The F I I I I I
Density & Penetrometer I I I I
Readings Indicate the 105.0 L —
Degree of Compaction Meets DMinimum I I I I I
for St Required
o ul Qe tip R I I I I I
Y
* P�li • � ,•aci4g Natural Grade. 104.0
Slgtfel�l� II�91tt� % 9 10 11 12 13 14 15
Moisture-%of Dry Weight
l � m
to: � `�gounty Building Department RECEIVED JU;y 3 0 2017
E`�y1fi�. 06� RO, lalum.com
z, m
■ 8'60�2
dn��a�868Grte.v`�'
Ronald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
A%1-21VL
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-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 June 23, 2017 KSM JOB# : 171975-1 d/MH/ct
PERMIT# 1704-0117
CONTRACTOR South Florida Aluminum Products RECEIVED
JOB LOCATION 7700 McClintock Way JUL - 3 2017
Savannah Club
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. Center 0" - 12" 50 102.2 107.3 95.2
Soil Description:
Brown Sand
108.0 - I I I I I
In Place Moisture: w
I I I I I
5.3 Percent E I I I I I
I I I I I
Optimum Moisture: H I
12.2 Percent T I I I I I
I I I I
Max. Dry Density: P I I I I I
L.._..
107.3 P.C.F. 106.0 C
@ Test Locations The F I I I I I
Density & Penetrometer I I I I
Readings Indicate the 105.0 L —
Degree of Compaction Meets D I I I I I
Minimuk/;ed Y I I I I I
forb�Stu a ff top* I I I I I
, era e Pig- o Natural Grade. 104.0 _..�.._..�—••—•;—••-- :-- —••
'ti 1 d: : 9 10 11 12 13 14 15
Moisture-
. VE
x 50c�- ai - •A-9na County Building Department JU
cfc, oflalum.com � !
o��$A60®D81�9bD'�D�r
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Kelrer,•. 366