HomeMy WebLinkAboutKSM REPORTTOP CA IL 9
KELLER, 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.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
January 30, 2019
1812-0266
Louden Pools
3120 Yellowstone Circle
Fort Pierce, Florida
Pool Backfill
JOB# : 190441-1pd/SS/jt
SCANNED
BY
St. Lucie County
PO # : Babcock - 9463
DEPTH PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
RECEIVED
FEB 0.8 9019
Perm,cU��t�
st. t 0up6r
COMPACTION
South
0._1150+
105.2
109.3
96.2
2
T - 2'
46
95.0+
3
2'-3-
28
95.0+
4
3' - 4'
30
"
95.0+
5 West
0' - 1'
47 104.6
109.3
95.7
6
T - 2'
47
95.0+
7
2' - 3'
32
95.0+
8
3'- 4'
25
95.0+
9 North
0' -1'
50+ 106.0
109.3
97.0
10
1' - 2'
50
95.0+
11
2'-3-
33
95.0+
12
3-4-
27
95.0+
Soil Description:
Brown Sand with Clay
In Place Moisture:
13.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.3 P.C.F.
@ Test Locations the Density &
Penet;oMie-+err,{R�pad1PQs Indicate
tha•1�ec �',ofUkalWfbn Meets
No.
110.0 i
W I
E
G 109.0 J.._.j._..A4.. ..a..
H I I I I
T I I I
P 108.0
I I I
C I
F
107.0 } .._.i _..;.._.. �.._.�_.._i._.._
I I I I I I
D I I I I I I
R
y 106.0.._._..-4.._..4...._.4_.._I._..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
41663; St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366