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KELLE-R'- SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
I SEBASTIAN (772) 589-0712
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978--1377 MELBOURNE (321) 768-848&,--
PALM BEACH (561) 845-7445 www.ksmengineering.net ST. LUCIE (772) 229-9093
FAX (561) 845-8876 E-Mail: KSM6KSMENGINEERING.NET FAX (772) 589-6469
G.A.: 5693
=NNEQ) SOIL COMPACTION REPORT
ASTM 0 1557 and ASTM D 2922
-1 d/MH/aj
i r P r. (5 ebruary 22, 2016 KSM JOB#: 1.60444
DATE TEAL#
PERMIT #
L60' - 7 n/terprises
CONTRACTOR Black Street E,
I JOB LOCATION 485 Bridlewood Way
Fort Pierce, Florida
ITPEA TFqTED : Com
TESTIOCATION
D
bF`SAMPLE '
011 - 11211
2 S.W.
0 211
3 Center
12"/-2411
4.
01�- 1211
5 N.E:
011-1211
Soil Descriptionv.:.-
Brown Sand
In Place Moisture:
8.9 Percent
optimum Moisture:
12.2 Percent
Max. Dry Density:
108.6 P.C.F.
Foundation Fill
PEN DRY MAX. DRY
READ - DENSITY PROCTOR VALUE
PERCENT
COMPACTION
37
106.1 1 Ub.b
. 1
37
106.3
97.9
38
107.1
98.6
37
106.4
98.0
38
107.0
98.5
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum 5qqUireG61,,,
for UrA�%
, � So Q41%
P( _'�%Natural Grade.
P
F
E
109.0 1 1 1 1 1
W
E
G
H
T 168.0
P
C
F 107.0
D
R
y
106.0
10 11 12 1.3 14 15
M R E 0�
0i
A 2016
corn
gpt�; -No.:. 860
BY:
Julie E. Keller, P.E.: 68366
02/23/2016 17:24 77258964 69 KSM ENGINEERING PAGE 01/01
GPIVA
KELLER, SCHLEICHER & MaoWILLIAM 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.ka�nongineeting.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail; KSMOK'SMENGINEERING.NE-r ST, LUCIE (772) 229-9093
C.A-: 5693 FAX (772) 589-6469
SOIL CO�PACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 22, 2016 KSM JOB #.- 160444-1 dIMH/aj
PERMIT4 1601-0427
CONTRACTOR - Black Street Ente
JOB LOCATION 485 Bridlewood WE
Fort Pierce, Florida
ITEM TESTED : Compacted
Foundafion Fill
TEST LOCATION
DEPTH
* PE I N
. I
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1
0'r
- 12"
37,
106.1 108,6
97.7
2 S.W.
011-1211
37
106.3 If
97.9
3 Center
12"
- 2411
318
107.1
98.6
4 N-W.
Olt
- 1211
37
106.4
98.0
5 N. E.
oll-1211
107.0
96.5
Soil Description,
Brown Sand
109.0 1
W
In Place Moisture:
E
8.9 Percent
I
G
Optimum Moisture:
H
T
108.0
7
12.2 Percent
P
Max. Dry Density:
C
\,I
108.6 P.C.F.
i!
F
107.0
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree qf%QNW;jQon Meets
R
y
I #
Mingo, famk#
106.0 ------
I 1
10 11 12 13
14 15
Fax
E-mail to.
Grade -
Building Dopartment
I � jm�
Moisture - % of Dry Weight �V�'D V�Bl"
?'v'Cv_
jurivare[)IaCKsireeienTerpnses.com
Ronald G. Keller, PF,- ! �37293/811_ic.No..,860 / Julie S. Keller, PS. 66366
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