HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 4-18-18,.f
KELLER, 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: 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 April 18, 2018 KSM JOB # : 181322-1 d/SS/cv
PERMIT # 1706-0234
RECEIVED
CONTRACTOR Bobby Davenport
JOB LOCATION 5295 Compass Cove Place APR 2:4 2018
Fort Pierce, Florida Permitting Departmern
St. Lucie County
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" 33
103.4 107.0
96.6
2.
S.E.
" 41
106.1
99.2
3.
Center,
38
104.8
97.9
4:
N.E.
34
103.7
96.9
5.
N.W.
40
105.2
98.3
Soil Description:
Tan Sand with Shell Fragments
In Place Moisture:
6.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
107.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum
,red for
, eggw
Sty a� q�nlp�f',f
Natural Grade.
I� say ' d:':
W 108.0 1
E
G i
H 107.0 -_
T i
P
106.0
C I I I I I I
F
j I I I I
105.0—.._..I_.._..I_.._.1—.._.I—.._. _..—.
j I I I I I
D I I I I I I
R 104.0 �.._..�—.—.._.;—.._.i—.._.�
Y 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Fai��r} b'A Mkl��i
ieCounty Building Department
11l111 I I 111Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366