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KELLER, SCHLEICHER & IMacWILLIAM ENGINEERING AND TESTING, INC.
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- a SOIL COMPACTION REPORT
_, ASTM D 1557 and ASTM D 2922
DATE TESTED March 11, 2016 KSM JOB # : 160617-1d/MH/jt
PERMIT #
CONTRACTOR Brian Black
JOB LOCATION 2821 S. Brocksmith Road
Fort Pierce, Florida
ITEM TESTED Cor 1p. ..cted_F.,On;raei�l,t Fi;l f;.r S � i
!1 l��:v....r v t�:l i:'f •al!-CiritF,rs
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N. E.
0" - 12" 53
113.4 116.8
97.1
2. S.E.
1154
114.4 "
97.9
3. South End
55
115.6 if99.0
4. West End
54
114.3
97.9
5. North End
53
113.9
97.5
Soil Description:
Light Brown Sand, Slightly
Clayed
In Place Moisture:
11.3 Percent
Optimum Moisture:
10.6 Percent
P,+iaX. Gay 1-0 1 Ic ty:
116.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
DegrgRj@foQ@faction Meets
Natural Grade.
117.01 1 1 1 1 1 1
W
E I I I I I I
I I I I I I I I
G116.0— —: — — —: :---- - ----
H I I I I I I I
T I I I I I I I
P115.0-r --f — I— I — 1—-1----f ---
C
I I I I I I I
-114.0--------- — — —---------
F I I I I I I I
I I I I I I I
1)113.04----E — -I—--—I--—-a—----I--—-I•
—---
R I I I I I I I
Y
112.0 T--— �-—--I—--—F-— -i—-- -i --— -i — - --i
6 7 8 9 10 11 12 13
Moisture - % of Dry Weight
1.r)I3IA•--
ith@gmail.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366