HomeMy WebLinkAboutKSM REPORTVv
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KELLER, SCHLEICHER & MaCWILLIAMI ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. 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; KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT SCANNED FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922 St Lucie B C®UPItj!
DATE TESTED August 16, 2019 KSM JOB # : 193244-1d/CH/cv
PERMIT# 1906-0090
CONTRACTOR Adams Homes
JOB LOCATION 5321 San Benedetto Place
Lot 6, Waterston
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
50
107.7
110.9
97.1
2. N.E.
40
106.0
95.6
3. Center
48
107.3
96.8
4. S.W.
45
106.6
96.1
5. S. E.
47
107.1
96.6
Soil Description:
Brown Sand
112.0 , I I
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W
1
E
In Place Moisture:
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12.6Percent
G
111.0.._i._..-
H
I
Optimum Moisture:
T
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11.6 Percent
P
110.0 j . _I._..1..
I
.l_..1..
..L.._l._...
Max. Dry Density:
C
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110.9P.C.F.
Ina �.._(._..
.._.j_..�.._..
.._�._...
F
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@ Test Locations The
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Density & Penetrometer
D
108.0 ••—j•—•• r
•—•j—••—j•
— •j—•
—�•—••-
Readings Indicate the
R
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1
Degree of Compaction Meets
Y
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N)+i�jglWnlrequired
107.0—.._;._.. *
.._.;_..�.._..�.._;._..,
11_,,.,_„��.�c•._�_.:__
8 9 10
11 12
13
14 15
w �V. CEry ,
ecPu' u IYk}ted. Moisture - % of Dry Weight
=:,•, b� uh
'tZ hitota adamshomes.com; ceo2459@gmail.com
��jjttt1?�uilding Department
'/ �ilf i 111 UI i0t Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 660 / Julie E. Keller, P.E.: 68366