HomeMy WebLinkAboutKMS Soil Compaction ReportF
T&P Ca'® f ,z
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: KSM@KSMENGINEERING.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 November 10, 2017 JO '!� tom`
PERMIT # SLC1707-0573
CONTRACTOR Crystal Pools
JOB LOCATION 121 Queen Guinevere Court -
Ft. Pierce, Florida
ITEM TESTED : Pool Backfill
O # : Ph ix-Alio o�
Perm .'V 2 0 ?0»
StUtin9 0ep
cue CeUhty went
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 South
0' - '
40 106.E
108.9
97.9
2
1' - 2'
45
95.0+
3
2' - 3'
50
95.0+
4
3' - 4'
55
95.0+
5 North
0' - 1'
35 104.0
108.9
95.5
6
1' - 2'
40
95.0+
7
2' - 3'
45
95.0+
8
V - 4'
50
95.0+
9 East
0' - 1'
35 103.7
108.9
95.2
10
1' - 2'
40
95.0+
11
2' - 3'
45
95.0+
12
3' - 4'
50
95.0+
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
8.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.9 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of Compaction Meets
'* Perl. f69 to Natural Grade.
�y- u 7-
6Q00k
110.0
W
E I I I I I
G 1010
H I I I I I I
T
108.0I— _..I_.. _.._.I_.._ —.I._.._.
P I I I I I I
c
107.0 T—.._..I _.i_..— j— — t——.j._.._.
F I I I I I I
I I I I I
D 106.0 i _..� —..j— — j— — —.._.I _..—
Y I I I I I I
105.0--.._..�_.._.
9 10 11 12 13 14 15
Moisture - % of Dry Weight
;Juli • Keller; .E.
rq�idel�tTATE,
Faz' - . �t'. l hie County Building Department
i; • .� Vg4N G. Keller, R 37293 /7SI Lic. No.: 860 / Julie E. Keller, RE.: 68366
11/13/2017 14:16 777006469
KSM ENGINEERTN—p
PAGE 01/01
IV 0 "k If
IJ Aril.
KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 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) 845-8876 E-Mail: KSM0_ KSMENGINEERING.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 _ November 10, 2017 JOB # : 173406-1pd/MHlct
PERMIT # : SLC1707-0573 PO # : Phoenix-Alioto
CONTRACTOR Crystal Pools
JOB LOCATION : 121 Queen Guinevere Court.
Ft. Pierce, Florida
ITEM TESTED •
Pool Backtiil
TEST LOCATION
DEPTH
" PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
'COMPACTION
South
-
.
2
T - 2'
45
95.0+
3
2' - 3'
50
95.0+
4
T - 4'
55
95.0+
5
North
V -1'
35
104.0
108.9
95.5
6
11.21
40
95,0+
7
2' - 3'
45
95.0+
S
3' - 4'
S0
95.0+
9
East
0' - 1'
35
103.7
108,9
95.2
10
1' 2'
40
95.0+
11
2' - T
45
1095.0+
12
3' - 4'
50
IF95,0+
Soil Description:
Brown $and with
Shell Fragments w
In Place Moisture: E
8.3 Percent I
G
H
Optimum Moisture: T
12.0 Percent P
Max. Dry Density:
108.9 P.C.F.
F
Q Test Locations the Density &
Penetrometer Readings Indicate o
the Degree of Compaction Meets e
Min irv
'*,A�t�,�pen to Natural Grade.
-Respew y nhmedr+
N6
7� Jef P.E.
�6in>TE OF �r
Moisture - % of Dry Weight
Q �I .Tucie CountyBuildin department
1R Id G. Keller. P.37293 / I Lio. No.: 860 / Julie E. Keller. P.E.: 68366