HomeMy WebLinkAboutCompaction reportsKELLER, 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: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT s
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
March 16, 2017
1701-0511
Wynne Development
4 Barcelona Lane
Spanish Lakes 1
Port St. Lucie, Florida
Compacted Foundation Fill
KSM JOB # : 170796-1 d/MH/cc
DEPTH *PEN DRY MAX: DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 50
108.9 110.6
98.5
2.
N.W.
50
110.3 if99.7
3.
Center
50
107.9
97.6
4.
S.E.
50
109.6
99.1
5.
N.E.
50
106.6
96.4
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture:
9.0 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum�RQgy)red
for StO1cM f owl foy)�
112.0 I
W
E I I
I I I
G 111.0 —
H
T '
110.0
P
C 109.0 . .
F I I I I I I
108.0—..—..� —..� _..�—.._..�—..—..�—.._..
D I I I I I I
R I I I I I I
* �R_etSRNatural Grade. 107.0
�' �- — I _..I _ I _. I_.•_..I_ _
9 10 11 12 13 14 15
kesc y S d:
ci County Building Department
r .s•hlakes.com
'���/1IIIt►��e
Ronal i G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
RECEIVED MAR-24 2017
/ Julie E. Keller, P.E.: 68366
03/17/2017 15:42 7725896469 KSM ENGINEERING PAGE 04/05
Z% I;;P rJL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 pO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MEL13OURNE (321) 76$-$4$0
PAX (561) 845-8876 E-Mail: KSM@KSMI~NGINEERING.NEr ST. LUCIE (772) 229•-9093
G.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED ; March 16, 2017 KSM JOB # ; 170796-1 d1MH/cc
PERMIT # 1701-0511
CONTRACTOR Wynne Development
JOB LOCATION 4 Barcelona Lane
Spanish Lakes 1
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,
S.W.
0" - 12" 50
108.9 118.6
98.5
2,
N.W.
50
110.3
99.7
3.
Center
50
107.9
97.6
4,
S. E.
50
109.6
99.1
5.
N.E.
50
106.E
96.4
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture:
9.0 Percent
Optimum Moisture:
11.6 Percent
Max_ Dry Density:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum3Rlgc���gd
for S,tA?m)).
> Natural Grade.
112.0 { I I I
W
E I I 1 I
I I I 1 I
G ..... ......
j
H j !
T
110.0
P I I I I
C 109.0
F j ! I I I `!
108.0
D l I I I I !
R I I I I I I
Y 107.0-
9 10 11 12 13 14 15
Moisture - % of Dry Weight
RACEIV'ED
�•� d.�I •;�y'16rCounty Building Department
akes.cam RAR 172
�rrrftl+<
Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julle E. Keifer, I? E.; 68366