HomeMy WebLinkAboutCompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
T&P CP 1 f ENGINEERING
Z%&JAVA AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 27, 2019
19100700
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 195216-1d/MH/jo
CONTRACTOR:
Wynne Development
JOB LOCATION:
7 SE Jasmine Lane
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. S.W.
0" - 12" 50
107.5
111.3
96.6%
2. N.W.
108.4
97.4%
3. Center
109.0
97.9%
4. S.E.
107.6
96.7%
5. N.E.
"
108.0
97.0%
113.0 T
W
E
I
I I I I
I
Soil Description:
I
I
I I 1 I
I
Brown Sand
G
112.0 �..—..I—..—.i—..—i.—..—i.—..
�..—.._
H
T
I
I I I I
I
In Place Moisture:
I
I I I
I
9.3 %
P
111.0
Optimum Moisture:
I
I I I
I
12.0%
110.0 ..—.�
_.�._..—�.—..—�..
.. �..—.._
F
I
I I I
I
Max. Dry Density: P.C.F.
I
I I I I
I
111.3
1—..—I.—..—I..—..
D109.0—..—.j
......
..—.._
@ Test Locations The
R
I
1 I I I
I
Density & Penetrometer
Y
1
I I I I
I
Readings Indicate the
108.0
Degree of Compaction Meets
9
10 11 12 13
14 15
Minimum Required
for Staked Foundation
Moisture - % of Dry Weight
,yti1i:!tt9iif'F[
�R�Sec# yi3" Disclaimer: Contractor is responsible to maintain
e` r the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
taa alike, P,;E,�7 a altered from the approved inspected condition.
a
12/30/2019
Emaifto<f LzicBuilding Department
Proudly Serving Florida since 1990