HomeMy WebLinkAboutKSM REPORTSTl°CA'►I'�i2—C�3y/
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KELLER, SCHLEICHER & MacWILLIAM ENGI f�I A (� INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN L � 77 SBA (' 2)589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net L U NE (321)�68-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.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 January 22, 2019 KSM JOB # : 190317-1d/MH/cv
PERMIT # 1812-0341
CONTRACTOR Wynne Development SCq R
NN F Fo
JOB LOCATION 1 Los Gatos St RUC
Spanish Cc4n St. Luce, Florida � Port tY st c"°^ 0
o"
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" 51
111.3 113.9
97.7
2.
N.W.
50
108.6
95.3
3.
Center
53
113.1
99.3
4.
S.E.
50
110.2
96.8
5.
N.E.
50
110.7
97.2
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
6.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
N
115.0 I I I I I
W
E
G 114.0 L..—.�—..—�.—.. �..—.. ..—.—..—.
H
T
j I I I 1 I
P 113.0 t..—.(—..—..�..—..—..�—..—.
C
j I I I I I
F
112.0 ..—.j ..—�.—..�..—..T .. ..j—..—.
D
R I I I I I I
Y 111.0-..—.�—..—�.—..
8 9 10 11 12 13 14
Moisture - % of Dry Weight
County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366
01/24/2019 09:45 7725896}GO KSM ENGINEERING 'g12 ')3 elf PAGE 02/06
VrIkAr FILE COPY
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN,(772) 337-7766 Pd, BOX 78-1377, SEBASTIAN, FL 3297E-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.kamengineering,net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: K$M*K$MENGINEERING.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 January 22, 2019 KSM JOB # : 190317-1d/MH/cv
PERMIT # 1812-0341
CONTRACTOR Wynne Development SC
JOB LOCATION 1 Los Gatos S, 13yNFO RECEIVED
SpanisPort hLucie, Lakes
Flarida t �Uc/e County JAN 2 4'I'��Q
Itting Depamm-
ITEM TESTED Compacted Foundation Fill pe St. Lucie CouW
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0"-12"
51
111.3 113.9
97.7
2, N.W.
50
108.E
95.3
3. Center
53
113.1
99.3
4. S.E.
50
110.2
96.8
S. N.E.
50
110.7
97.2
Soil Description:
Brown Sand with
115.0 I I I I
I
Traces of Clay
w
In Place Moisture:
E
6.4 Percent
I
�........�
G
114.01_..—.�—..—�.—.. ........�,...—.
Optimum Moisture:
H
I I I I
1
11.0 Percent
T
Max. Dry Density:
P
I I I I
113.0 t—..—.1—.. —.. I..—.....—..j—.._
I
113.9 P.C.F.
@ Test Locations The
Density & Penetrometer
F
Readings Indicate the
112.0
Degree of Compaction Meets
Minimum Required
I I I I
I
forAlt' �`� H61 ion
R
I
8 9 10 11 12
13 14
Moisture - % of Dry Weight
County Building Department
"com
I I l I t I" Ronald G. Keller, P.E.: 37293 / $l Vic. No.: 860 / Julie E. Keller, P.E.: 88366