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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 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 1657 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
April 24, 2019
1902-0445
Crystal Pools
7502 Sebastian Road
Lakewood Park
Ft. Pierce, Florida
ITEM TESTED Pool Backfill
JOB# : 191619-1pd/SH/ct
SCANNED
PO # : Errico By
aEcetvSt• Lucie County
MAY 0 9 7019
Permitting Department
St. Lucie County
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1 West
0' -1136
105.3
108.3
97.2
2
1' - 2'
37
95.0+
3
2'- 3'
38
95.0+
4
T - 4'
39
95.0+
5 South
0' - 1'
35 105.0
108.3
97.0
6
1' - 2'
36
95.0+
7
2'- 3'
38
95.0+
8
3'- 4'
38
95.0+
9 East
0' - 1'
36 105.8
108.3
97.7
10
1' - 2'
36
95.0+
11
2' - 3'
38
95.0+
12
T - 4'
39
95.0+
Soil Description
Brown Sand
109.0
W
I I I I I I
In Place Moisture:
E
j
8.6 Percent
I
G
I I I I
108.0 L..—.l.—..�.. ..�.. .I—..-1.—.._
Optimum Moisture:
H
l I I I I
12.0 Percent
T
I I I I I
Max. Dry Density:
P
107.0 .._ I•_ . I,•_•• I •_ I _I _.•_
108.3 P.C.F.
c
I I I I I
@ Test Locations the Density &
p
I I I I
Penetrometer Readings Indicate
106.0 �••—•j•—••,••—••T"—'1——I.—.._
the DggpW'df(ftWpaction Meets
I I I I I I
R
9 10 11 12 13 14 15
Moisture - % of Dry Weight
❑E
/ Julie E. Keller, P.E.: 68366
04/25/2019 15:50 7725896469 KSM ENGINEERING PAGE 01/01
WOWS
A%11ZI M
KELLER, SCHLEICHER & MaGWICLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1877 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX(561) 845-8876 _E-Mail:-KSM@KSMENGINEERING.NET---- - - -----ST LUCIE_ra2)_229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
April 24, 2019
JOB # : 191619-101SH/ct
PERMIT #
1902-0445
PO # : Emco
CONTRACTOR
Crystal Pools
RECEIVED
JOB LOCATION
7502 Sebastian Road
Lakewood Park
APR 2 51n19
Ft. Pierce, Florida
Permitting Departmen
St. Lucie Countv
ITEM TESTED
Pool Backflll
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
West
2
11-2- 37
95.0+
3
2' - 3' 38
95.0+
4
3' - 4' 39
95.0+
5 South
U - 1' 35
105.0
108.3 97.0
6
T - 2' 36
95.0+
7
2'- 3' 38
95.0+
8
3' - 4' 38
95.0+
9 East
U - 1' 36
105.8
108.3 97.7
10
T - 2' 36
95.0+
11
2'- 3' 3i8
95.0+
12
S - 4' 39
95.0+
Soil Description:
Brown Sand
109.0 1 I I I I I
W
In Place Moisture:
8.6 Percent
I
G
108.04.._.j._..4. ,.}.. .(_.._l._.._
Optimum Moisture:
H
I I I I I
12.0 Percent
T
I I I I I
Max. Dry Density:
P
107.0 ••—I,_ ,_I„_„ I „_,I „_I,_„_
108.3 P.C.F.
C
I I I I I
@ Test Locations the Density &
F
I I I I
Penetrometer. Readings Indicate
105.0
th,�R"Fmofogampact(on Meets
A9tI Tl dd,�i
...dQ�uf
R
I I I I t
11 &
9 10 11 12 13 14 15
/uybht
h 9
Moisture- ofDry Weight
/ Julie E. Keller, P.E.: 683SS