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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 R 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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 16, 2017 KSM JOB # : 170795-1 d/MH/cc
PERMIT # 1701-0513
CONTRACTOR Wynne Development
JOB LOCATION 3 Barcelona Lane
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION. DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50 106.7 110.6 96.5
2. N.W. of50 106.1 if95.9
3. Center it50 107.3 97.0
4. S. E. 50 105.3 95.2
5. N.E. 50 106.4 96.2
Soil Description:
Brown Sand with Shell Fragments
112.0 1 I I I I I
W
In Place Moisture: E I I I I I I
8.4 Percent
G 111.0 _..� —..� _.T
Optimum Moisture: H
11.6 Percent T
110.0
Max. Dry Density: P I I I I I f
110.6 P.C.F. I I I I
C 109.0
@ Test Locations The I I I I I I
Density & Penetrometer F I I I I I I
Readings Indicate the
Degree of Compaction Meets 108.0
Minimuip.\Rkjo61refi,� D I I I I I I
fors$%-o toI&fa,R
� i T• to Natural Grade. Y 107.0 _..� _..� _--� _-.� _..�—••—•„
1ztes_&?11ll bb i9 10 11 12 13 14 15
NO y'836
Moisture - % of Dry Weight
4
F c� • ils b" Gt� County Building Department M hlakes.com RECEIVED MAR-.41j!2017
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/17/2017 15:42 77258964E KSM ENGINEERING PAGE 03/05
I J AVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 . P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-6712
PALM BEACH (561) 845-744.5 www.ksmenginoedng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMcCi. KSMENGINEERING.NET ST LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTIVI D 1557 and ASTM D 2922
DATE TESTED March 16, 2017 KSM JOB # : 170795-1 d/MH/cc
PERMIT # 1701-0513
CONTRACTOR Wynne Development
JOB LOCATION 3 Barcelona Lane !
Spanish Lakes 1
i
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT,
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 50
106.7 110.6
96.5
2.
N.W.
50
106.1
95.9
3.
Center
50
107.3
97.0
4.
S. E.
50
105.3
95.2
5.
N. E.
50
106.4
96.2
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture-
8.4 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Mlnimul.►RI§j �tre
for 9oi6fx,
; e � r"0 Natural Grade
R,'espe a,Np SIB tfe
No. 836
C 109.0
IF I
108.0 1
D
R I I I I I I
9 10 11 12 13 14 15
Moisture RL%LgyV VeightMAR 17
17
b3 County Building Department
y
a al0, hlakes.com
�IJIp;4�V•�-
Ron llcl G, Keller, RE,; 37293 / SI i,ic:. No,: 860 1 Julie E. Keller; P.E.: 68;if6