HomeMy WebLinkAbout07020050
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 e.A.: 5693 RE.: 37293 S.I.: 860 MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-MAIL KSM@KSMENGINEERING.NET 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 ·
ITE~J1 TESTED
TEST LOCATION
OF SAMPLE
1. S. E.
2. S.W.
3. Center
4. N.E.
5. N.W
June 19, 2007
JOB # : 701709-1 d/JL /clm
0702-0050
Adams Homes of Sebastian
MODEL/ELEVATION: 2169/B
RECEIVED
JUN 2 5 2007
8207 Penny Lane
25 & 1/2 of 24/93/8, Lakewood Park
Fort Pierce, Florida
Compacted Foundation Fill
PutJ¡;C VJcrks
St. LUC;e t-;0 i..1ntv. FL
DEPTH * PEN DRY
READ DENSITY
0" - 12" 180 109.4
12" - 24" 180 109.6
24" - 36" 200+ 11 0.8
0" - 12" 185 109.8
" 180 109.6
MAX. DRY
PROCTOR VALUE
111.4
PERCENT
COMPACTION
98.2
98.4
99.5
98.6
98.4
"
"
"
"
Soil Description:
Brown Slightly Clayed Fine Sand
With Traces of Shell Fragments
In Place Moisture:
9.3 Percent
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
For Unstak d Foundation
* Pen. Rea ings Taken to Nat ral Grade.
Respectfu Subm' ed:
Optimum Moisture:
11 .5 Percent
Max. Dry Density:
111.4 P.C.F.
Ronald
Deliver
Fax To
113.0 1
.
W I I I I I I I
. . . . . . .
E 112.0 -t- - - -1- - - - i - - - -t - - - ~ - - - - t- - - -1- - - - .
I . . . . . . .
G I I I I I I I
H' ·
T 111.0 7- -- -!-- - - ~ - - ~ -- - - - - ~ - - -! - - - - ,
I I I I I I I
p
. 11 0.0 +- -- -! - - - ~ - -- -+ -- - -! - - -- __ _! __ _ _ ,
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8
9
10
11
12
13
14
15
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