HomeMy WebLinkAboutKSM REPORTS01/25/20119 16:31 7725896469 KSM ENGINEERING PAGE 01/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINE A I 1 C.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 3 7 - e A ) 66s 712
PALM BEACH (561).845-7445 v W.ksmengineedng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET S7 L•UCIE (772) 229-9093
C.A.: 5693 SCANNED FAX (772) 589-6469
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 2922 St. Lucie County
DATE TESTED January 24, 2019 KSM JOB # : 190360-1 d/MH/cv
PERMIT # 1812-0359
CONTRACTOR Wynne Development
RECEIVED
JOB LOCATION 27 Maya Way
Spanish Lakes 1 JAN 2 5 1019
Port St. Lucie, Florida permitting Department
ITEM TESTED Compacted Foundation Fill SL wde county
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 50
110.4 112.7
98.0
2.
N.W.
50
110.E
98.1
3.
Center
50
109.3
97.0
4.
S.E.
50
109.6
97.2
5.
N. E.
50
108.4
96.2
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 I ) I I I I
W
E
1 113.0 i..^�._..�.._j._..1 ..—�._..�.._.
G
H I I I I I
T
P
F
110.0 .._!...........................
D I 1 I I I I I
R I I I I I I I
8 9 10 it 12 13 14 15
Moisture - % of Dry Weight
ilding Department
RorKfd G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68365
Tor O'k/'
"I;JAVi
KELLER, SCHLEICHER & MacWILLIAM ENGINi I G f�T®INC.
MARTIN (772) 337-7755 p O. BOX 78-1377 SEBASTIAN FL 2 C M(772 58IA712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT SCANNED
ASTM D 1557 and ASTM D 2922 St. BY
Lucie County
DATE TESTED January 24, 2019 ,c�B 1�bM JOB # : 190360-1 d/MH/cv
PERMIT # 1812-0359 Asr�r� os /-,r
CONTRACTOR Wynne Development Pco�drnr
O� eOr
JOB LOCATION 27 Maya Way
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
110.4 112.7
98.0
2. N.W.
50
110.6
98.1
3. Center
50
109.3
97.0
4. S.E.
50
109.6
97.2
5. N.E.
50
108.4
96.2
Soil Description:
Brown Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 I I I I I I
W
E
1 113.0 ..—..—...
G I r.._i._..r.._I._...1..._.
H I I I I I
T
112.0
P
C 111.0—..—�..— —�._.. - .._. _.. - ..—.
. I I I I I I I
F
110.0 j—..—�._..� .._�.—..� ..—�._.. .._.
D I I I I I I I
R I I I I I I I
Y 109.0 �..—�.—..� ..—�.—..� ..—�._.. ..—,
8 9 10 11 12 13 14 15
Moisture - % of Dry Weight
r�
,-Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366