HomeMy WebLinkAboutCompaction test 0 KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING hm TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 WE11��B,,ASTIAN (772) 589-0712
PALM BEACH(561)845-7445 www.ksmengineering.net Jts4lSFY1)768-8488
FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093
C.A.:5693
PERMI7"772)589-6469
St.Lucie County, FL
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED November 11, 2013 KSM JOB # : 131851-1d/SH/km
PERMIT# 1202-0207
CONTRACTOR The Hagedorn Group LLC
JOB LOCATION 10701 S. Ocean Drive
Lot 632
Jensen Beach, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 37 105.3 108.0 97.5
2. Center 36 105.0 97.2
3. N.W. 37 105.9 98.1
Soil Description: 109.0
Gray Sand with Shell W ! ! ! ! ! !
E I I I I I I I
In Place Moisture: I I I I I I I I
9.3 Percent GH108.0 4- - - —
T I I I I I I I
Optimum Moisture:
12.2 Percent PI I I I I I I
.107.0L - - -L - - - — - - -
I -
Max. Dry Density: C I I I I I I I
108.0 P.C.F. I I I I I t I
F
@ Test Locations The 106.0 -
Density & Penetrometer I I I I I I
D I I I I I I I
Readings Indicate the R
Degree of Compaction Meets Y I I I I I I I
Minimum Required for Staked
Fot,0sd611f t,,`f 9 10 11 12 13 14 15 16
�•"''t .fR+e 4en to Natural Grade.
:.` $ �• + Moisture-% of Dry Weight
o. 68366
= Julie E er, ------
Iva MELD a t�Building Department
ehaedorngroup.com
������'ONA1,'�,���'1�onald G. Keller, P.E.: 37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366
11/12/2013 14: 15 772589E6 KSM ENGINEERING PAGE 01/01
1
4 K S M
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 www.ksmengineering.net MEL13OURNE(321)768-8488
FAX(561)845-8876 E-Mall: KSM@KSMENGINEERING.NET ST LUCIE(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED November 11, 2013 KSM JOB# : 131851-1d/SH/km
PERMIT# 1202-0207
CONTRACTOR The Hagedorn Group LLC
JOB LOCATION 10701 S. Ocean Drive
Lot 632
Jensen Beach, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0"- 12" 37 105.3 108.0 97.5
2. Center 36 105.0 97.2
3. N.W. 37 105.9 98.1
Soil Description: 109.0
Gray Sand with Shell W
E I ! f I I I I
In Place Moisture: I I I I I I
9.3 Percent H108.0 4-- - —I — I— �—
—- —- • -
F
T 1 I I I l I I
Optimum Moisture-
412.2 Percent 1 I I I I I
P
.107.0 -L . ._l J_ _
Max. Dry Density: C I l 1 I ► I I
108,0 P.C.F.
F
@ Test Locations The •1p6.0 - .. _ __ __I _I — I^ - I_ _ ► —
Density & Penetrometer
D I I I I I 1 I Readings Indicate the R ,
Degree of Compaction Meets Y I I I I I I l
Minimum Required for Staked 105.0 +--- -r ---• --i----'--
t11111100"'0'8 9 10 11 12 13 14 15 16
' .
+` n to Natural Grade.
Moisture-%of Dry Weight
No 68366 •.
•fir RECEIVED NOV 13 2013
Julie E. P _
a u tS Building Department
• $ehaedorngroup.com
��'�• �ONA1- •`�•
��•r,r8.11r0.•••' Ronald G. Keller, RE_-37293 1 SI Lic.No.:860 / Julie E. Keller, P.E.:68366