HomeMy WebLinkAboutKSM REPORTSIV 041 lk 9 r
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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: KSMQKSMENGINEERING.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
July 22, 2015
PERMIT #
4_-0395
CONTRACTOR
D & M Concrete
JOB LOCATION 10303 S. Indian River Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for Addition
KSM JOB # : 151526-1d/ES/jt
SCANNED
BY
Wit. Lucie County
TEST LOCATION
DEPTH ` PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. N.E.
0" - 12" 40
104.1
108.8
95.7
2. Center
36
106.1
97.5
3. S.W.
34
104.4
96.0
Soil Description
Brown Sand
In Place Moisture:
7.4 Percent
Optimum Moisture:
12.4 Percent
Max. Dry Density:
108.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
to Natural Grade.
W 110.0 ,
E
G 109.0 -r
H j
T
108.0 -j—
P
c 107.0 ••_1._. 1.._..L.._1._.. .._..L.._.
I I I I I I
F I I I I I I I
106.0 .._ ._..-l.._..L .._t._..-l.._..(_.._.
D I I I I I I I
R I I I I I I I
9 10 11 12 13 14 15 16
Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Moisture - % of Dry Weight
07/23/2015 16:53 77258964F,9
l
KSM ENGINEERING _
Tr 0 % Ar
PAGE 01/01
KELLER. SCHLEICHER & MacWILLIAM ENGINEERING AND STTESTIIASTIAN (772)68INC.
MARTIN (772i 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377
9-0712
PALM BEACH (661) 845.7445 www.ksmenginearing.net MELBOURNE (.321) 708-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING-NET ST. LUCK (772) 229.9093
C.A.: 6693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
July 22, 2015
PERMIT #
M-0395
CONTRACTOR
D & M Concrete
JOB LOCATION
10303 S. Indian River Drive
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill for Addition
KSM JOB # : 151526-1d/ES/jt
SCANNED
BY
St. Lucie County
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" -12" 40
104.1 108.8
95.7
2.
Center
36
106.1
97.5
3.
S.W-
34
104.4
96.0
Soil Description:
Brown Sand ® W 110.01 I I I I I I
E I I I I I I I
In Place Moisture: LU UM I
7.4 Percent N G 109.0
r H /-41.
OptimumMoisture: WN T
12.4 Percent W PMax. Dry Density:108.8 P.C.F. CTest Locations The FDens & Penetrometer 106.0
Readings Indicate the D I 1 I I I I I
Degree of Compaction Meets R
Minimum Required Y 105.0 �-•—1•—••-F••- —I — -1 "—"I-
'*gi4jh 1A�r49odation 9 10 11 12 13 14 15 16
ken to Natural Grade.
1 Moisture - % of Dry Weight
t. Lucie County Building Department
Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E:68366