HomeMy WebLinkAboutKSM soil Compaction Reporti117 AVL
KELLE_R.,, S�CHLEICHER & 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.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 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
DATE TESTED : December 5, 2017
PERMIT #
CONTRACTOR St. Lucie Site Development
JOB LOCATION 245 Bimini Drive 1?04 -03fl,
Ft. Pierce, Florida
KSM JOB # : 173152-4d/SS/ct
ITEM TESTED : Compacted Foundation Fill - Retest
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 33
106.4 111.4
95.5
2. N.W.
40
110.2
98.9
3. Center
39
109.6
98.4
4. S.W.
38
107.5
96.5
5. S. E.
42
111.0
99.6
Soil Description:
Brown Sand
with Clay
In Place Moisture:
8.7 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for��9MI�d'Freundation.
?�pe�_ fteAlAbs Waken to Natural Grade.
112.0 1 1 1 1 1 1
W
E I I I I I
I I I I I I
G
H 111.0
T I I I I
I I I I I
P
110.0
C 1 I I I I
F I I I I I
I 1 I I I I
109.0 _..� _.i_.._.j_.._.j._.._j._.._
R I I I I I
y I I I I I I
108.0-.._..j_.._.�_.._.�_.._.j._..—I----
8 9 10 11 12 13 14
Moisture - % of Dry Weight
100', IV `V H'
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
DATE TESTED : December 5, 2017
PERMIT # 17
CONTRACTOR St. Lucie Site Development
JOB LOCATION 245 Bimini Drive
Ft. Pierce, Florida
DEC' 19 `2017
i°FR 17ITTiNG
St. Lucie County, FL
KSM JOB # : 173152-4d/SS/ct
ITEM TESTED ' Compacted Foundation Fill - Retest
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
33
106.4
111.4 95.5
2. N.W. if40
110.2
fo98.9
3. Center if39
109.6
P198.4
4. S.W.
38
107.5
96.5
5. S.E.
42
111.0
99.'6
Soil Description:
Brown Sand
112.0
with Clay
W
I I I I I
In Place Moisture:
E
I
I I I I I
8.7 Percent
I
I
I I I I
Optimum Moisture-
I_. 1_ _ l—.. J•_.._1._
11.0 Percent
T
I
I I I I
Max- Dry Density:
r
1 t I f
111.4 P.C.F.
�
110.0 1-.._..�_..
I
1_.._.r_.._.j._. j._•._
l I 1 I
@ Test Locations The
F
I
l I I I
Density & Penetrometer
Readings Indicate the
1Q9'v
Degree of Compaction Meets
Minimum Required
R
I
I I I I I
for Unstaked Foundation.
iou
* Pert. Readings Taken to Natural Grade.
g
s 10 11 12 13 14
Respectfu Ily>Su 4ri;7.itted :
Moisture - % of Dry Weight
-Julie E.14efler, P.E� f - -
President
Email to: sisdevinc@aol.com