HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT09/21/2018 10:23 7725896469
SCANNED
St Lorip i" hiIntv
KELLER, SCHLEICHER Mac
MARTIN (772) 337-7755 P0. BOX 78-1
PALM BEACH (561) 845-7445
FAX (561) 845.8876 E-Mail;
C.A.: 5693
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL
ASTM C
September 19, 201
1803-0486
Hermann Brothers
KSM ENGINEERING
PAGE 01/01
"&—a VA
ILLIAM ENGINEERING AND TESTING, INC.
'7, SEBASTIAN, FL 32978-1377 sE13ASTIAN (772) 589-0712
wksmengineering_net MELBOURNE (321) 789-8488
iM@KSMENGINEERING.NET ST LUCIE (772) 229-9093
FAX (772) 589-6469
5741 Spanish River
I*t, Pierce, Florida
ITEM TESTED - (
DMPACTION REPORT
1557 and ASTM D 2922
Fill for the Patio Slab
KSM JOB * : 183249-1d/SS/Ct
RECEIVED;
SEP 21 2010
Permitting Department
St. Lucie County
TEST LOCATION
DEPTH * PENI
DRY MAX. DRY
PERCENT
OF SAMPLE
READI
DENSITY PROCTOR VALUE
COMPACTION
1. North
0" - 12" 28 I
101.6 105.3
96.5
2. South
'� 30
102.1 Iq
97.0
Soil Description:
Fine Gray Sand
In Place Moisture:
106.0 I t I I
5.2 Percent
W
E
1 I
I ( 1 I 1
Optimum Moisture:
12.0 Percent
105.0 1 _..1�. _
Max. Dry Density:
T
I
105.3 P.C.F.
P104.0.L-
@ Test Locations The
cDensity
/!i
& PenetrometerReadings
Indicate the1
1IDegree
of Compaction Meets
1�03.a , .. J.. _ ..1.. — ..It
Minimum Required For
p
I I 1 1 I j
Stakedoiu�walatjQ R 1 '
j t I I i j
P.� gRedift l' n to Natural Grade, y .. 102.o a-- . •
h �
M
r, C Moisture - % of Dry Weight
�. : =
(�0 ►17'V Icie County Building .Department
r��fi4 NA1-
Ronald G, Keller, RE,: 37293 / SI Lie. No.:'Bl 0 / Julie E. Keller_ P. .- AR.qFe
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