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r_ KELLER, SCHLEICHER & MacWILLIAM 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 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
September 11, 2019
D.R. Horton
Creekside Subdivision
Parcel B, Lot 53
Fort Pierce, Florida
KSM JOB # : 184153-Lot 53/SS/jt
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" 50+
110.2 115.9
95.1
2. Center
50+
111.8
96.5
3. N. W.
50+
110.4
95.3
Soil Description:
Light Brown Sand with
117.0 , I I I I I
Silt and Shell
W
I I I I I
In Place Moisture:
E
I I I I I
10.3 Percent
1
116.0
T
—
G
Optimum Moisture:
H
11.0 Percent
T115.0
(_..—_— .•.
PMax.
Dry Density:
115.9 P.C.F.
C114.0
@ Test Locations The
.."..__—.."..
F
Density & Penetrometer
Readings Lrjdioateo ft
4•+� off
Deg ���gets
D
R
li
113.0 L_.._.I_.._1._.._I.._..�.._..1
" Mir'nc •.'•
RdFoundatit%n
Yfos®
I I I I I
,i°aGGey�`
` • V836 r112.0
F spdctfu b tted: C
8 9 10 11 12 13 14
a
Moisture - % of Dry Weight
esident
E-mail to: melbournepermitting@drhorton.com;
ryan@mjclanddev.com
Ronald G. Keller, P.E.:
37293 / SI Lic. No.: 860 / Julie E. Keller, PE.: 68366