HomeMy WebLinkAboutKSM REPORTf5/14/2019 08:29 7725896469 �C
KSM ENGINEERING PAGE 01/05
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337.7755 PO. BOX 78-1377, SEBASTIAN FL 32978-1377 $Ei3AST1AN (772) 589-0712
PALM BEACH (661) W-7445 www.kamengincering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mali: K$MOKSMENGINEERING.NET SC LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED May 10, 2019 JOB # : 191795-2pd/MP./cv
PERMIT # 1809-0006 PO # : 1808198-Basile
RECEIVED
CONTRACTOR A & G Pools
JOB LOCATION 6600 N. Highway Al MAY 141019
Ft. Pierce, Florida permitting Department
St. Lucie County
ITEM TESTED '
Pool Backfill - Re -Test
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE,
COMPACTION
ort
2
1' - 2'
45
95.0+
3
2' - 3'
47
95.0+
4
3'- 4'
49
95.0+
5 East
01.11
46
108.9
109.7
99.3
6
1' - 2'
48
95.0+
7
2' - 3'
50
95.0+
8
3' - 4'
59
95.0+
9 South
01. 1'
46
108.0
109.7
98.5
10
1' - 2'
46
96.0+
11
2' - 3'
48
95.0+
12
3' - 4'
48
95.0+
Soil Description:
Tan Sand with
Shell Fragments.
In Place Moisture:
6.8 Percent
Optimum Moisture-.
11.0 Percent
Max. Dry Density:
109.7 P.C.F.
@ Test Locations the Density &
Pen sprits (ORd�dings Indicate
tk�4g>%e.'p' action Meets
N.
w
W
r1 11o_0 .._ .�— ....j._. ._.. .
_ ,. _.. T.._...
H
T I I I I I
109.0 ..—.i_.._ .._i.�.. _.. i .._.,.
P I
j I I I i I
c I I 1 I I
108.0 L.._.�_. -..� —�._.. �.. .._...
F 1
D 107.o j I 1 I I I
Y 1 ( ( I I
106.0—..—.�_.._ �._.._�.. �..—...�........,
8 9 10 11 12 13 14
Moisture - % of Dry Welght
Et'xlpl y 11 ngpoots.com
Fax" Lucie County Building Department
Ronald G. Keller. P. E.: 87293 / SI Lie. No.: 860 / Julie E. Keller. P.E.: 68366