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KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337 -7755
PALM BEACH (561) 845-7445
FAX (561) 845-8876
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
1 South
2
3
4
5 North
6
7
8
9 East
10
11
12
PO. BOX 78-1377, SEBASTIAN, FL 32978-1377
C.A.: 5693 P.E.: 37293 S.I.: 860
E-MAIL KSM@KSMENGINEERING.NET
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 16, 2007
0506-1129/633
Harbor Bay Pools
8053 Indian River Drive
St. Lucie County, Florida
Pool Deck Backfill
SEBASTIAN (772) 589-0712
MELBOURNE (321) 768-8488
ST. LUCIE (772) 229-9093
FAX (772) 589-6469
JOB # : 701024-1 pd/JL/clm
P.O. #: Finley
RECEIVED
APR f 9 2007
PUblic Works
St. LUCie County, FL
DEPTH
*PEN DRY MAX. DRY
READ DENSITY PROCTOR VALUE
0' - l'
l' - 2'
2' - 3'
185
200+
200+
0' - l'
l' - 2'
2' - 3'
185
200+
200+
0' - l'
l' - 2'
2' - 3'
180
200+
200+
Soil Description:
Brown Slightly Clayed Fine Sand
I n Place Moisture:
1 0.0 Percent
Optimum Moisture:
11 .9 Percent
Max. Dry Density:
109.5 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of C mpaction Meets
Minimum Req red.
* Pen. Readi s Tak
Respectful ub t
~L-''- °7
cie C u~ Bldg. Dept
108.2
PERCENT
COMPACTION
98.8
95.0+
95.0+
109.5
108.0
109.5
98.6
95.0+
95.0+
107.5
109.5
98.2
95.0+
95.0+
111.0 1
w
E I I I I I I
I 11 0.0 ..L- - - - .1. - · · ....& · · - · .1 - . . _ L _ _ _ _ -L.. _ . _ .
G ! I I I ! !
~ 109.0+-----!---- I-----!---_~----~---_
I I I I I
I I
p 108.0-1--- -----l-----I----J- __+____
I I I I I
I I I I I I
107.0 i- - - - -j- - - - ., - - - - -j- - - - r - - - - T - - - -
F I I I I I I
I I I I I I
106.0 ..&- - · - .1. - - - -..! - . - _ .1 _ _ _ _ L . _ . _ ..&.. _ _ _ .
I I I I I I
c
o I ,
~ 105.0 +- - - - -!- - - - ~ - - - - -!- _ _ _ ~ _ _ _ _ + _ _ _ _ I
9 10 11 12 13 14 15
Moisture - % of Dry Weight