HomeMy WebLinkAboutKSM REPORT07/14/2011 04:04 7725896469 K.S.M.ENG. PAGE 01/02
KSM
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 (581) 845-7445
�.kamenqlneering.net
MELBOURNE (321) 768-8488
FAX (561) W-8876
E-Mail: KSMOKSMENGINEERING.NE-r
ST. LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM 0 2922
DATE TESTED
July 13, 2011 KSM JOB#: 110802-IdIES/km
PERMIT #
It 0(0— 0 3c)(0 64,6t- a�Me-
clu� -
CONTRACTOR
Grande Construction of Florida 3 3 7 ZqO
1�72S -3s'BZ-
SCANNED
JOB LOCATION
5805 Cassia Drive
BY
Indian River Estates
St. Lucie Countv
Ft. Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH *PEN DRY MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTORVALUE COMPACTION
1. N. E.
0" - 121, 40 107.7 110.9
97.1
2. N.W.
46 108.6
97.9
3. Center
44 107.0
96.5
4. SW
46 108.0
95.6
5. S.E.
45 107.7
97.1
Soil Description:
Light Brown Sand
In Place Moisture:
6.4 Percent
Optimum Moisture:
12.2 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degr(will-lV13ftmotion Meets
Natural Grade.
112.01
W
E
H
T
I I
19
C
J..
'I ..—.! I I I ' \1
110.0 .......
F
D
y
9 10 11 12 13
14 is
Moisture - % of Dry Weight
RECEIVED
permit number and submit to the appropriate had %d2olMent.
J&
Pubne Works
St. Lucie Cour?tY, FL
RC )Q. Keller, RE.: 372.9.3/ SI Lic. No.; 860 Keller, PF-: GM66