HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTK S. M
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (561) 845-8876 C.A.: 5693 RE.: 37293 S.I.: 860 ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
March 29, 2006
Norman Construction
2171 Brocksmith Road
Fort Pierce, Florida
SCANNED
By
:)T LUCE COUNTY
JOB # : 602338-1d/JL/cim
APR 1 0 2006
ITEM TESTED Compacted Foundation Fill - Retest
r
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. L
0" - 12"
185
116.0 117'*
98.7
2. S.W.
12" - 24"
180
115.5 1198.3
3. Center
24" - 36"
175
115.0 If97.9
4. N.E.
36" - 48"
185
116.2 if98.9
5. N.W.
48" - 60"
180
115.3 It98.1
Soil Description:
Brown Slightly Clayed Fine Sand
With Traces of Shell Fragments
In Place Moisture:
10.4 Percent
Optimum Moisture:
10.7 Percent
Max. Dry Density:
117.5 P.C.F.
@ Test Locations The
119.01
w I I I I I I
E 118.0-I-----I-----i-----I—--}----+-----
G I I I I I
H 1---- I -----:.I_—1----J--
I I I I I I
P ,
116.0 ----I —------- —,---- ----
c ► I I I I I
F 115.0
I
Density & Penetrometer D
Readings Indicate the R 114.0 —
Degree of Compaction Meets Y I I I I I I
Minimum Required 113.04----------i-----�----t--- T- —
For Unstaked Foundation 8 9 10 11 12 13 14
* Pen. Readings Taken to Natural Grade. Moisture - % of Dry Weight
Respectfully Submitted:
RonajGer,
Fax 3-2688et
2 omer needs to insert permit # and deliver to building department