HomeMy WebLinkAboutKSM 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 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8878 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE.TESTED February 25, 2019 JOB# : 190771-1pd/MH/cv
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
1812-0276
JM Custom Pools
6446 Citrus Avenue
Fort Pierce, Florida
Pool Backfill - Re -
RECEIVED
LIAR 1 1. ' 10
Permitting Depd+Ln-
St. Lucie Cam-".'
SCANNED
TEST LOCATION DEPTH PEN DRY MAX. DRY 01. L�c% Rffly
OF SAMPLE READ . DENSITY PROCTOR VALUE COMPACTION
North
01 -1.40
106.2
110.0
96.
2
1'-2-
40
95.0+
3
2'- 3'
50
95.0+
4
T - 4'
50
95.0+
5 East
0' - 1'
40 108.9
110.0
99.0
6
1' - 2'
45
95.0+
7
2'- 3'
50
95.0+
8
3' - 4'
50
95.0+
9 South
0' - 1'
45 110.3
110.0
100.3
10
1' - 2'
50
95.0+
11
2'-3-
50
95.0+
12
3'- 4'
50
95.0+
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
6.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
1 10.0 P.C.F.
@ Test Locations the Density &
Pen e1tpfneter Readings Indicate
tWVe;;U4 .Qompaction Meets
111.0 - 1 1 1 1 1
W I I I I I I
E
I � .
G 110.0 I I I I I
T I I I I I I
P
I I I
109.0 I .._.) .t_.._l.—.._I. ..�.._.._
C I I I I I
F I I I I I
• I I I
1o8.0 I_.._.{_.._.f_.._I.—.._I..—.. .._.._
D I I I I I
R I I I I I I
Y
I I I I I
107.0..—.�—.._.p_.._�._.._i..—..�.._..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
St. Lucie County Building Department
Roriald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366