HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, 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.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.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 May 16, 2018 KSM JOB # : 181674-1 d/SS/aj
PERMIT # 1712-0707
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 14345 Amapola
Fairways MAY.2.3 201E
Ft. Pierce, Florida Permitting Department
St. Lucie Countv
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.E. 0" - 12" 39
105.6 110.6
95.5
2. S. E. " 39
105.7
95.6
3. Center 42
107.2
96.9
4. S. W. 45
108.6
98.2
5. N.W. 43
108.0
97.6
Soil Description:
Brown Sand with Some Clay
112.0 i I I I
I 1
In Place Moisture:
w
I I I I
I I I I
I
IE
I I
13.2 Percent
I
111.0 _.�_.._.�._.._�._..�..—...._.._
Optimum Moisture:
H
I I
I I
12.0 Percent
T
I I I
I I
110.0 a—.._.1_.._.1. _I....
—.. r .._.._
Max. Dry Density:
P
I I I I
I
110.6 P.C.F.
I I I I
I I
@ Test Locations The
C
109.0 —•1_ _'I'—"—I'—"�"
"-t' —
Density & Penetrometer
F
I I I
I I
Readings Indicate the
I I
I I
Degree of Co I n Meets
108.0
Minimum�l� ��i
D
1 I I I
I I
for StAd w- ', x" '��,�,
R
I I I I
I I
* Perr. Readings a aural Grade.
Y
107.0 _•{_.._.I._.._I._..
�.._.._{ .._..,
all
Respectfull
9 10 11 12
13 14 15
.ty Moisture - IN, of Dry Weight
Julie
.Q o
••b :�
F-ala ounty Building Department
Email to: dot't�f�ifiIshiakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
05/17/2018 11:54 7725896aPq KSM ENGINEERING - PAGE 02/05
"V OIL t
KELLER, SCHLEICHER & MacWILI-IAM ENGINEERING AND TESTING, INC.
MAFi71N (772) $37-7755 PO, BOX 78-1377, SESASTIAN, FL 32978-1377 SE13ASTIAN (772) 589-0712
PALM BEACH (561) 845.7445 www.ksmengineering.net MELSOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C-A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOS LOCATION
SOIL COMPACTION REPORT
ASTM D 1667 and AS"I M D 2922
May 16, 2016
1712-0707
Wynne Development
14345 Amapola
Fairways
Ft_ Pierce, Florida
KSM JOB # : 181674-1d/SS/aj
RECEIVED
MAY 17 7010
Permitting Department
ITEM TESTED Com acted Foundation Fill st. Lucie Countv
TEST LOCATION DEPTH *,PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1, N. E. 0" - 12"
39
105.6 110.6
95.5
2. S.E.
39
105.7 it95.6
3. Center
42
107.2
96.9
4, S.W.
45
108.6
98.2
6• N.W.
43
108.0
97.6
Soil Description:
Brown Sand with Some Clay
112.0 1 I I I I
1
In Place Moisture:
W
E
I I ! ( I
f I I I
I
f
13.2 Percent
I
I
111.o f — •
Optimum Moisture:
H
I I I I
I
12.0 Percent
T
Max_ Dry Density:
110.6 P.C.F.
P
I
I I I I I
I
I
@ Test Locations TheC
109.0
Density & Penetrometer
F
! l I I I
I
Readings indicate the
I I I I
I
Degree of Compaction Meets
,
108.0—
Mlnimuqq lit //t��,
D
for Scj . 8�1 ���
R
• s •
* P FjefiQll '�¢,atural Grade.
Y
107.0 .i- .. — • I — — •I• _ .. _ I ..... �.. _ .. .. _ ...
tt d:
9 10 11 12 13
14 15
=�r
Moisture - °Jo of Dry Weight
F Q►•'County Building Department
Email to`-1dat y �#ii �lokes.com
Ronald G. Keller, PE.: 37293 /SI
Lic.
No.: 860 / Julie E. Keller, P.E.: 68366