HomeMy WebLinkAboutKSM REPORT - 3-11-16KELLER, 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 www.ksrnengineering.net MELBOURNE (321) 768-8488
FAX (56I) 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
Revised: March 11, 2016
DATE TESTED March 3, 2016 KSM JOB # : 160548-1d/MH/ct
R
PERIMIT # Alm. 0-
CONTRACTOR Mike Fields
JOB (LOCATION 2667 Dyer Road
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
'OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. NiE.
2 S lW.
3. N1 Column
4 S. Column
5. V),est
Soil Description: .
Brow h Sand
In Place Moisture:
4.3 Percent
Optimum Moisture:
12.0 Percent
- 12" 53
105.5 110.0
95.9
If
54
107.3 "
97.5
If
55
108.8 "
98.9
If
58
108.0 "
98.2
It
53
106.9 "
97.2
Max. !Dry Density:
110.0, P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
U n started +Fn un d ati o n
to Natural Grade.
W
E
I
G
H
T
P
C
F
D
R
Y
111..0 I I I I I
j I I I I I
I I I I I
110.0
I
j I I I
109.0—..—..i—
I
j I I I
108.0
j �I ••I �I �I •I
j I I I I I
107.0--..—..�..—.—..—.—..—.�—..—.� —..—.,
9 10 11 12 13 14 15
rrMiPto;BT.,Pucie County Building Department
4AL r'c•N� `%,
Moisture % of Dry Weight
RECEIVEp MAR 1'��016
1162111 Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
03/11/2016 13:5.0 7725896469 KSM ENGINEERING PAGE 01/01
IV 01k I
JMOAVA
KELL.ER, SCHLEICHER & MacWILLIAM ENGINEERING AN aEBASTIANI((77722)589077112
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MELBOURNE (321) 768-8488
PALMBEAGH (561) 845-7445 www-ksmengineering.net ST LUCIE (772) 229-9093
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 589-6469
C.A.- 5693
SOIL COMPACTION REPORT
ASTm 1)1557 and ,AS7AA D 2922
Revised: March 11, 2016 KSM JOB #
DATE TESTED March 3, 2016
PERMIT # 1610-0005
CONTRACTOR Mike Fields
JOB LOCATION 2687 Dyer Road
Port St. Lucie, Florida
ST LOCATION DEPTH
OF SAMPLE
1, N.E. U _
2 S.W.
3. N. Column
4 S. Column
5. West
56ii Description:
Brown Sand
Place Moisture:
3 Percent
Optimum Moisture:
12.0 Percent
� Dry Density:
110.0 P.C.F.
Test Locations The
!nsity & Penetrometer
>adings Indicate the
agree of Compaction Meets
nimum Required for
Malkr ds,oundation
Foundation Fill
• PEN
DRY
READ
DENSITY
63
105.5
54
107.3
55
108.8
58
108.0
53
106.9
to Natural Grade.
• • r
I' r
Jellie E, 6r, P.E
k
MAX. DRY
PROCTOR VALUE
160548-1 d/MH/ct
SCANNED
BY
St Lucie County
PERCENT
COMPACTION
95.9
97.6
98.9
98.2
97.2
W 111.0 I I I I I
E I I I I
I I l 1 I I
W110.0..—
T j I
j I I 1 1
P 109.0
F 108.0 L..—..i ——..—.i_.•� I I
j -
107.0
•
R 9 10 11 12 13 14 15
Y
County Building Department
Moisture - % of Dry Weight
PF.: 68366
++r,6000441'Ronald G. Keller, P.E.- 37293 / Sl L9c. No.: 860 / Julie E- Keller,,