HomeMy WebLinkAboutKSM REPORT - 1-15-19KELLIER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78_1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM B CH (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 January 15, 2019 KSM JOB # : 190116-5d/MH/ct
PERMIT # 1810-0400
S(,',9N
CONTRACTOR B & D Grading and Land Clearing �t� �� 80 RFeEtVEo
JOB; LOCATION 8359 Calumet Court uC,e C0017 per JAN.2, # ?419
Port St Lucie, Florida Mittin9 0
St. tUcie CO ant. ent
I
ITEM TESTED Final Lift for the Guest House Pad
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.E. 12" - 24"
50
106.2 108.9
97.5
2. Center it50
105.0
96.4
3. N.W.
50
107.3
98.5
i
Soil Description:
Brown Sand
110.0 , I I I I
I
I
In Place Moisture:
W
I I I I I
I
4.8 Percent*.
E
I I
109.0 t—
— -
Optimum Moisture:
I I I
I
12.0 Percent
I
H
T
I I I I
I
Max. Dry Density:
P
I I
I
10819 P.C.F.
I I I I
I
@ Test Locations The
F
I I I I
I
De sity & Penetrometer
Readings Indicate the
107.0—.._.I_.._.I._.._I._..�.._..
_.._
Degree of Compaction Meets
D
I
I I I I
I
Minimum Required for
R
I I I I
I
UnsItak�Pr91Pr��ffi4ir��
Y
I I I I
I
106.0
�
ReP'p .
9 10 11 12 13
14 15
3� q°
l
9 V
111
Moisture - % of Dry Weight
� n
l4 �a. denP PTE . "•<<
Faxnc', I°"��t °^ems N��die County Building Department
s��n€inald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366