HomeMy WebLinkAboutKSMKEL'LE ., 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: 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 September 11, 2019 SCANNED JOB # : 193570-1pd/SH/jt
PERMIT # 1907-0217 St: LUCB COU11�v PO # : Ward-1907150
CONTRACTOR A & G Pools
JOB LOCATION 3117 Yellowstone Circle
Creekside Subdivision
Fort Pierce, Florida
ITEM TESTED : Pool Backfill
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
South
2
1' - 21
39
95.0+
3
2'-3-
41
95.0+
4
T - 4'
43
95.0+
5
East
0' - 1'
38
110.1
111.9
98.4
6
V - 2'
39
95.0+
7
2'- 3'
42
95.0+
8
3'-4-
43
95.0+
9
North
0' - 1'
39
110.8
111.9
99.0
10
V - 2'
40
95.0+
11
2' - 3'
42
95.0+
12
3' - 4'
43
95:0+
Soil Description:
Brown Sand with Clay
113.0
W
I I I I I I
In Place Moisture:
E
I I
9.9Percent
G
I I I I
112.0L.._.:_.._.
Optimum Moisture:
H
I I I I I
11.0 Percent
T
I I I I
111.0 L••_.:_.._ _. _.
Max. Dry Density:
I I I I I
111.9
C
I I I I I I
��4G&i�tr-�!il'�'ensjty n ac&
F
110.04-
I I I I I
Meets
I I 1 I I
D 109.0 L••—• —••—
Y I I I I I
• 1 I I I I
108.0 ---
8 9 10 11 12 13 14
Moisture - % of Dry Weight
St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366