HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 12-20-1812/20/2018 16:14 7725896469 KSM ENGINEERING PAGE_ 01/01
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KELLER, SCHLEICHER & McacWILL,IAM ENGINEERING AND TESTING, INC.
MARTIN (772) 837-7755
PALM BEACH (661) 845-7445
pp, BOX 78-1377, SEBASTIAN, FL 32978-1377
SEBASTIAN (772j 589.OF12
FAX 1561) 845-8876
www.ksrnonginearing.net
MELBOURNE (321) 768-8486
G.A.: 5693
E-Mail: KSMOKSMENGINERRING-NET
ST. LUCIE (772) 229.9093
SOIL COMPACTION REPORT
FAX (772) 589-6469
AS TM.D 1557 and ASTM D 2922
DATE TESTED
December 12, 2018 KSM JOB # : 180726-3d/SH/ct
PERMIT #
1712-0539
CONTRACTOR :
D & M Concrete
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JOB LOCATION
18700 Mach One Drive
ae �F�20 "
Part St. Lcuie, Florida
Net -
ITEM TESTED
Stemwall Backfill
C�4n �Pr
TEST LOCATION
OF SAMPLE
DEPTH *PEN DRY MAX. DRY
PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
12" - 24" 38 106.3 110.3
96.4
2. Center
39 107.4
9.4
3, S.E. -
4. N. W_
39 107,E
0" - 12" 37 105.6 "
97.6
5. Center
38 106.1 "
95.
962
6. S.E.
38 106.6 "
9.
Sail Description:
Brown Sand
In Place Moisture:
8.9 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings indicate the
Degree of Compaction Meets
Minimum Required
P ?;. i' g9jaken to Natural Grade.
kitted:
r
M
r
.mil
111,p
w I
E
G
110- =
.0 r _.1-....li"o,
I.J,. 1.._..1_..�..
T j I II
j I 1 i
109.0
C T
•r
j I I I I
F I 1 I I
p
R 1 1 I r
Y107.0
9 10 11 12 13 14 �g
Moisture - % of Dry Weight
wuc
5t Lucie County Building Departmenta
R-00%0nald G. Keller, RE,; 37293./ SI L,ic, No.: 860 / Julie E. Keller, P,E,: 68366
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