HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, SCHLEICHER & MacWl 7�LIAM 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 wwv��ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KS @KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
BY SOIL COMPACTION REPORT
St Lucie County ASTM D 1657 and ASTM D 2922
DATE TESTED June 11, 2018 KSM JOB # : 181901-1d/MH/jt
PERMIT # 1805-0274
CONTRACTOR Wynne Development
JOB LOCATION 170 Mediterranean N. RECEIVED
Spanish Lakes 1 JUN 1.9 2010
Port St. Lucie, Florida
Permitting Department
ITEM TESTED Compacted Foundation Fill St. Lucie count
TEST LOCATION DEPTH
OF SAMPLE
* PEN
READ
DRY MAX. DRY PERCENT
DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
50
105.3 108.7
96.9
2. N.E. if50
104.6
96.2
3. Center
50
106.1
97.6
4. S.W. of50
103.7
95.4
5. S. E.
50
104.4
96.0
Soil Description:
Brown Sand with
110.0
Traces of Shell
W
I I I I
I
In Place Moisture:
E
7.6 Percent
1
109.0—
G
Optimum Moisture:
H
12.2 Percent
T
I I I
108.0—.._.i_.._i. i.._..
I
_..I_.._.
Max. Dry Density:
P
I I I
I
108.7 P.C.F.
I
@ Test Locations The
C
I_ I _
107.0 �— — I I I I
I
I
Density & Penetrometer
F
I I I I
I
Readin���lad tg�itb t,
Deg�e�•�oAjeets
....., c_
I I I I
1I06.0 l_.._.i_.._i._..i.._.. i .._..i—.._.
I
Mi�tPir�••.• '/,
D
oF�I
f$ Uri faked Foun fign. �a
R
I I I I
I
*:Pen' RIi en;to Natural Grade. Y
105.0 �-- —•I— _I _ I — I
— I— —�
Fie"' ull ub 1
9 10 11 12 13
14 15
10 F
'Qo.,•� •'
Moisture - % of Dry Weight
rl iucrvu' ��oIII*00
F ail to: St. Lucie County Building Department
Email to: dotty@spanishlakes.com I
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
06/12/2018 11:28 7725896469 KSM ENGINEERING .a" PAGE 02/02
Lj�1�
KELLER, SCHLEICHER & MacWIL. IAM 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.k6mengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail. KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
DATE; TESTED
PERMIT #/
CONTRACTOR
JOB LOCATION
ITEM TESTED :
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
June 11, 2018
1805-0274
Wynne Development
170 Mediterranean N.
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # _ 181901-1d/MH/jt
R cEivEp
JUN. 12 7018
Permitting
St. L661e a art ent
TEST LOCATION DEPTH, ` PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" -12" 50
2, N,E.
50
3, Center
50
4. S.W.
50
5. S.E.
50
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
7.6 Percent
Optimum Moisture:
12.2 Percent
Max. Dry Density:
108.7 P.C.F.
@ Test Locations The
Density &.Penetrometer
Readings Indicate the
Degree of Co
gWfti�on Meets
Minimuire+4p.,4P
•�,
I Grade.
Jul" R04IJg ;OP:E ��;
iPr sfii�•..•' �•`
F ALI . ounty Building De
Email to: c(dity@epoMl hlakes.com
Ro. nald.G..Keller, P.E.: 37293 / SI
105.3 108.7
95.9
104.6
96.2
105.1 "
97.6
103.7 Fr
95.4
104.4
95.0
110.0 I I I I 1
j I I I I I
109.0 '._.j_..._i._..T._..�.._..j_.._.
j I I I
i I I
108.0
j I 1 I
107.0
_.�_.. �._.. �.. r.. ..^_
106.0
9 10 11 12 13 14 15
Moisture - °k of Dry Weight
No.: 860 / Julie E. Keller, RE., 68366