HomeMy WebLinkAboutKSM SOIL REPORTKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. 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 SCANNM LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589z6469
BY
SOIL COMPACTION REPORT StLucieCountv
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
September 23, 2015
El _�5070313 �,
D & M Concrete
%
ITEM TESTED Compacted Foundation Fill for Patio
Allied Chemicals
8549 Range Line Road
Ft. Pierce, Florida
KSM JOB # : 152036-1 d/ES/ct
TEST LOCATION
* PEN
DRY
MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. West 0" - 12"
70+
114.9
116.8 98.4
2. Central
70+
116.0
99.3
3. East
70+
116.4
99.7
Soil Description:
118.0 -1
Gray Sand Mix
W
with Rock
E
In Place Moisture:
G
117.0
7.7 Percent
H
Optimum Moisture:
T
10.4 Percent,
116.0
P
Max. Dry Density:
116.8 P.C.F.
C
11 5.b
_j
J. -L JL.. J.
F
@ Test Locations The
Density & Penetrometer
114.0
Readings Indicate the
D
Degree of Compaction Meets
R
Minimum Required
Y
113.0
for StakegiFtown0f3tion
7
8 9 10 11 12 13 14
.P %to Natural Grade.
Moisture - % of Dry Weight
%
o.6
Bulie:E. e
RECEIVED SEP-28 2015
' A.*
P. TATE CO) F
� County Building Department
Keller, RE.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366
09/24/2015 10:33 7725896469 KSM ENGINEERING PAGE 03/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-D712
PALM BEACH f561) 845-7445 wwwksmengineering.net MELBOURNE (321) 768-8486
FAX J561) 845-1�1876 E-Mail: KSM(a)KSMENGINEEF1ING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-0459
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
September 23, 2015
PERMIT #
15070313
CONTRACTOR
D & M Concrete
JOB LOCATION
Allied Chemicals
8549 Range Line Road
Ft. Pierce, Florida
ITEM TESTED : Compacted Foundation Fill for Patio
KSM JOB#: 152036-ld/ES/ct
RE CEI 1.7D SEP 2 4 2015
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE REAL) I)ENSrFY PROCTOR VALUE COMPACTION
1.
West
0" - 12" 70+
114.9 116.8
98.4
2.
Central
70+
116.0
99.3
3.
East
70+
116.4
99.7
Soil Description:
Gray Sand Mix
with Rock
In Place Moisture-
7.7 Percent
Optimum Moisture-,
10.4 Percent
Max- Dry Density:
116.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for StakegliawnAllon
. PeR0?rq;4Rpg%j;V&%,to Natural Grade.
OF
W
E
G 1170
H.
T
P T
C
F
114.0
D
R I
y 113.0
7 8 9 10 1.1 12 13 14
Moisture - % of Dry Weight
; County Building Department
Keller, RE.; 37293/Sl Lic. No.: 860 / Julie E. Keller, RE.; 68366