HomeMy WebLinkAboutKSM REPORTS03/20/2019 15:43 77258961,- KSM ENGINEERING tij PAGE 01/01
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LLIAM ENGINEERING AND TESTING, INC.
MAR71N (772) 331-7755 RO- BOX 78-1377, SEBASTIAN, FL 3Z
PALM BEACH (561) 845-7445 wwwAsmengineering-net
FAX (561) 845-8876 E-Mali: KSM@KSMENGINEERING.NET
C.A.:5693 SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
—SEBASITAN M)-589-0712----
MELBOURNE (321) 768.8488
ST. LUCIE (772) 229-9093
FAX (772) 589.6469
DATE TESTED March 19, 2019 JOB # : 191147-1pd/SS/cv
PE 1 _ SCANNED
BY
CONTRACTOR Odom Custom Pools St. Lucie County��� r
JOB LOCATION 7703 Citrus Park Boulevard' c m oa
Fort Pierce, Florida FILE COPY �42d�s p
s
ITEM TESTED Pool Backflll
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
South - 47 106.8
2 1' - 2' 41 95.0+
3 21,31 42 95.0+
4 T - 4' 36 " 95.0+
5 N.W. U - 1' 44 104.7 109.9 95.3
6 1' - 2' 47 95.0+
7 2'-3- 39 95.0+
8 T - 4' 38 95.0+
9 S.E. 0' - 1' 49 107.5 109.9 97.8
10 T - 2' 46 95.0+
11 2' - 3' 40 95.0+
12 3' - 4' 44 95.0+
Soil Description:
Brown Sand 111.E
W 1 I I I I
In Place Moisture: E I I I I I I
9.6 Percent � 110.0
Optimum Moisture: H
12.0 Percent T
109.0
Max. Dry Density: I I I I I
109.9 P.C.F. c I I I I I l
108.0 1-.. _. •_.
@ Test Locations the Density & F
Penet`4Wglgr,Readings Indicate
tf� tYaFL1 action Meets
l
R 107.0
�•� �'. n °
�� �� �•' Y
ec
9 10 11 12 13 14 15
P.({_ Moisture - %of Dry Weight
County Building Department
Ronald G. Keller. P.E.: 37293 / SI tic. No.: 960 / Julie E. Keller. P.E.: 68366 /
i1&7itli
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAQvI BEACW(561) 845-7445 ' MELBOURNE-(321)768�488---
FAX 561 845-8876 www.ksmengineering.net
( ) E-Mail: KSMQKSMENGINEERING.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 March 19, 2019 JOB # : 191147-1 pd/SS/cv
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
1901-0129
Odom Custom Pools
7703 Citrus Park Boulevard
Fort Pierce, Florida
Pool Backfill
REGErvED
MAR 27
permitting -
�B[y gt. Lu9 L.:.
Of: Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
South
0 - 1
47 106.8
109.9
97.2
2
1' - 2'
41
95.0+
3
2'- 3'
42
95.0+
4
3' - 4'
36
95.0+
5 N.W.
U - 1'
44 104.7
109.9
95.3
6
V - 2'
47
95.0+
7
2'-3-
39
95.0+
8
3'- 4'
38
95.0+
9 S.E.
0' - 1'
49 107.5
109.9
97.8
10 .
1' - 2'
46
95.0+
11
2'- 3'
40
95.0+
12
3'- 4'
44
95.0+
Soil Description:
Brown Sand
In Place Moisture:
9.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.9 P.C.F.
@ Test Locations the Density &
Penetr4Vjgjer Readings Indicate
tha`t0raeeoi bt1MDaction Meets
111.0
W
I I I I
I
E
I I I I I
I
110.0 L.._.�_.._.�_.._ ._..—�
—..�.._.._
G
T
I I I I
I
1090L••_.•_ _•_ _.
.
_..,.._.._
P
. I ) I._..
C
108.0 L.._
IF
D
107.0 L••_.
R
I
y
I I I I
I
106.0.._.;_.._.�_.._;._.._;.._..�.._..
,
9 10 11 12 13
14 15
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 6a366