HomeMy WebLinkAboutSoil Compaction ReportKELLER, 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 1 www.ksmengineering.net I 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
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
2. S.W.
3. Center
4. N.E.
5. N.W.
Soil Description:
Brown Clayed Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.5 P.C.F.
March 6, 2018
TC Custom Homes
20025 Southern Star Drive
Ft. Pierce, Florida
KSM JOB # : 180782-1d/MH/ct
mpacted Foundation Fill
DEPTH *PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
0" - 12" 54
114.6 116.5
98.4
" 55
115.9
99.5
" 53
113.4
97.3
" 51
111.1
95.4
" 52
112.3
96.4
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Upsttl*9 �'Numpation.
&Tikea l to Natural Grade.
E
W 118.01 I I I I I
E I I I I I I
I I I I I I I
G 117.0 ..—..� ..—..I—..—.i—..—.i—..—.I.—..—
H I I I I I
T
I I I I I I
P 116.0 ..—..� ..—.i ..—.i—.. .:—..—i.—..—
C
I I I I I
115.0—..—
F I I I I I I
I I I I I
D
114.0 I I T..—..,—..—.�—..—.�—..—.�.—..—�.—..—
I I I I
R I I I I I I
Y
113.0•—••--
8 9 10 11 12 13 14
Moisture - % of Dry Weight
G. KeIIa„ YE.: 37293 / SI Lic. No.: 860 / Julie E. KGILo- , 'RE.: 68366