HomeMy WebLinkAboutKSM 4-19-18KELLER, 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 FAX (772) 589-6469
- SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 16, 2018 KSM JOB # : 181299-1 d/MH/ct
PERMIT # 1804-0392 SCANNED
CONTRACTOR P.J. Trucking & LI nd Clearing BRECEIVED
JOB LOCATION 1317 Lone Pine Drive stbIMP thinh/ APR 19 7018
Lot 20
Permitting Department
Ft. Pierce, Florida St. Lucle county
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * I4,EN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12"
2. S.W. "
3. Center It
4. N.E. "
5. N.W.
Soil Description:
Brown Sand with
Shell Frgaments
In Place Moisture:
8.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
U nstqlced 1�i9nd,�ion
*_F. bnog&dQ�t f n to Natural Grade.
105.9 110.0
96.3
107.3 1997.5
106.0
96.4
106.2
96.5
106.2
96.5
W 111.0 I I I I I
E I I I I I I
I
G I I I I I I
H 110.0-..—..j—..—..j—..——.j—..—.f—..—.
T I I I I I I
P I I I I
109.0E—
�iC I I I I I I
F 108.0 �..—.—..I—..—.J_..—.I_..—.1—..—.
i• j I I I I I
D I I I I I I
R 107.0
Y 9 10 11 12 13 14 15
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A
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r
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•. , • r I
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atrt'' �' vicie County Building Department
A, , JA.i. ,,,�y q,°
BFdad)g;giitV4onald G. Keller, I?E.: 37293/ SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366