HomeMy WebLinkAboutKSM REPORTSKELLER, SCHLEICHER & MacWLLLIAM—E-NGINEERING 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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
April 2, 2019
JOB #
: 191307-1 pd/SS/jt
PERMIT #
1902-0039
CONTRACTOR
JM Custom Pools
RFc��o
JOB LOCATION
2503 Dyer Road
SCA
gPR7
Port St. Lucie, Florida
13Y
�1019
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St. CuC/e
pP Oeft
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CDuni�
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ITEM TESTED
Pool Backfill
TEST LOCATION
DEPTH
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1 West
0' - 1'
47
105.2 108.8
96.7
2
1'- 2'
50
95.0+
3
2'- 3'
43
95.0+
4
3' - 4'
46
95.0+
5 North
0' - 1'
43
104.5 108.8
96.0
6
V - 2'
48
95.0+
7
2'- 3'
46
95.0+
8
3'-4-
42
95.0+
9 East
0' - 1'
48
105.7 108.8
97.2
' 10
1' - 2'
50
95.0+
11
2'- 3'
46
95.0+
12
3'- 4'
40
95,0+
Soil Description:
Brown Sand
110.01I I
I I I
W
I I I
I I I
In Place Moisture:
E
I
7.3 Percent
I
I I
0 1o9.�•—•'—••—•'
I I I
._.._�.._..�.._.._
G1
f_.._
Optimum Moisture:
H
I I I
I I I
12.0 Percent
T
I I I
I I I
108.0 �••_. _ _ _ _
Max. Dry Density:
P
I I
108.8 P.C.F.
I
I
I
I
C
I I
I I I
@ Test Locations the Density &
F
107.o a • —•'— •—•
1 r_.._I._.._I..
..�.._.._
Penetro.�oideac{iP�gs Indicate
I I
I I I
the qor iof_ct��y� p Meets
......C
Mi�hro
D
I
1os.o—.._.j_.._.f_.._I._.._I.._..
I I I
.._.._
R
I
a
Y
I I
I I I
_o.68366
t#tHq
Reeg,ec105.0
9 10 11
12 13 14 15
Moisture - % of Dry Weight
Fax and Mail to St. Lucie Count Buildin3q Department
Ronald G. Keller, E.: 3729 / SI ic. No.: 86o / Julie E. Keller, P.E.: 68366
04/04/2019 15:32 77258964F?_,
KSM ENGINEERING
PAGE 01/01
%Palk At
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 397-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (561) 945-7445 www.ksmengineering.net MELBOURNE (321) 768-SM
FAX (561) 645-0876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-90M
C.A- 5693 - SOIL. COMPACTION REPORT FAX (T72) 589-609
ASTM D 1657 and ASTM D 2922
DATE TESTED
April 2; 2019--
JOB # : 191307-1pd/SS/jt
PERMIT#
1902-0039
RECEIVED
CONTRACTOR
JM Custom Pools
SCANNED
APR 0 4 3019
JOB LOCATION
2503 Dyer Road
By
Port St. Lucie, Florida
St. Lucie COun
permitting Department
�y
St. Lucie County
ITEM TESTED :
Pool Backfill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH .
READ
DENSITY
PROCTOR VALUE
COMPACTION
1 West
- 1' 47
105.2
105.8
96.7
2
T - 2' 50
95.0+
3
2'- 3' 43
95.0+
4
3 - 4' 46
95.0+
5 North
U -1' 43
104.5
108.8
96.0
6
T - 2' 48
95.0+
7
2'- 3' 46
95.0+
8
3'- 4' 42
"
95.0+
9 East
0' -1' 48
105.7
108.8
97.2
10
T - 2' 50
95.0+ ,
11
2' - 3' 46
95.0+
12
3'- 4' 40
95.0+
Soil Description:
Brown Sand
In Place Moisture:
7.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.8 P.C.F.
Test Locations the Density &
Penetro.Qj gWa;ftaq,s Indicate
the Q0G0.oEC*i;NI1 Meets
No.
110.0
W I I I I I I
P_
G i H
f
I I 1 I I 1
T
P i
I I I I
107.0
F I I I I I I
I I 1 I I
R I I I I I I
Y105.0
I
I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Fax and MaI Y" St, Lucie CounV. ulldina Department
Ronald G. Keller, P. 37293/ SI Lic. No.: 860 1 Julie E. Keller, P.E.: 69366