HomeMy WebLinkAboutKSM REPORTS/�?01 — CO
TIP 1104 V 9
M M71 11111"
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AN �OES* INC.
P.O. BOX 78-1377, SEBASTIAN, FIL 32978-1377 &BARd
MARTIN (772) 337-7755 pe(772)'589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net ME^9NE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NE-r ,eS�tLUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 8, 2019
PERMIT # q CQ - 03115
CONTRACTOR P.J. Trucking & Land Clearing
JOB LOCATION 351 Notlem Drive
Fort Pierce, Florida
ITEMTESTED : , Compacted Foundation Fill- 1st Lift
KSM JOB# : 191406-1 d/SS/ct
SCANNED
BY
St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE - READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0"-12" 50+ 110.7 114.4
96.8
2.
Center
112.1
98.0
3.
S.W.
113.6
99.3
Soil Description:
Brown & Tan Sand
with Clay
In Place Moisture:
10.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
W 115.0
E
G
H 114.0
T
P
113.0
C
F
112.0
D
R 111.0
y 8 9 10 11 12 13 14
Moisture - % of Dry Weight
)/SlLic.No.:860 / Julie E. Keller, P.E.: 68366
N) . — 03 c/3
TIP Calk 9
4% 1;M AVL
KELLER, SCHLEICHER & MacWILLIAM ENGIJ
MARTIN V72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, F
PALM BEACH (561) 845-7445 www.ksmengineering.net
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERIN
C.A.: 5693
!-E �kVG AND TESTING, INC.
68- SEBASTIAN (772) 589-0712
P77
'DZ92�KA MELBOURNE (321) 768-8488
qEq ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 9, 2019 KSM JOB # : 191406-2d/SS/ct
PERMIT#
CONTRACTOR P.J. Trucking & Land Clearing
JOB LOCATION 351 Notlem Drive
Fort Pierce, Florida
ITEM TESTED : Compacted Foundation Fill - 2nd & 3rd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 . N.W. 12-1- 24"
50+
109.2
114.4
95.5
2. Center
111.8
97.7
3. S.E.
112.4
98.3
4. N.W. 24" - 36"
50+
113.6
99.3
5. Center
110.1
96.2
6. S.E.
112.0
97.9
Soil Description-.
Brown & Tan Sand
with Clay
In Place Moisture:
W
115.0 7
1 1 1
1 1
8.9 Percent
E
I
Optimum Moisture:
G
114.0
11. 0 Percent
H
T
Max. Dry Density'
114.4 P.C.F.
P
113.0 J_
C
@ Test Locations The
Density & Penetrometer
F
112.0
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
D
Unstaked Fplyndation
R
y
111.0
8
9 10 11
12 13 14
Moisture - % of Dry Weight
com
0 1 g W?7* -
--- Ronald G. Keller, RE.: 37293/Sl Lic. No.: 860 / Julie E. Kelle�, RE.: 68366