HomeMy WebLinkAboutLETTER ATTACHED SOIL COMPACTION REPORTI
:I
December 5, 2013
BERT BEJARANO, PE
292 SUSSEX CIRCLE
JUPITER, 111, 33458
(561)741-0167
BERTB ARCHITIECT@AOL.COM
TRADEWINDS
10193 & 10195 S. OCEAN DRIVE
JENSEN BEACH, EI,
SCANNED
BY
M. Lucie cou
The attached soil compaction report shows that he soils for this project are capable of
achieving minimum 96.3% compaction. Further soil borings should not be required.
To the best of my knowledge and belief, this conforms to the requirements of the
Florida Building Code.
i .
KSM
KE LER., SCHLEICHER
& MacWILLIAM ENGINEERINGAND
TESTING, INC.
72) 337-77,55
MAIDAE
P0. BOX 78-1377, SEBASTIAN, FL 32975-1377 SEI3ASTIAN (772) 589-0?12
PALCH (561) 845-7445
Asmengineering net MELBOURNE (321) 768-8488
FAX45-8816
E-Mail: KSAR®KSMENGINEERING.NET
ST. LUCIE (M) 229-9093
C.A
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
TESTED
October 31, 2013 KSM JOB #
: 131791-1 d/ES/}I
PERMIT #
1306-0294
GONT ACTOR
Neandross Estate Homes
JOB L CATION
10193 S. Ocean Drive
Jensen Beach; Florida
ITEM TE
Footers - Duplex
`TED
TEST �tQCATION
*PEN DRY MAX. DRY
PERCENT
Ol' S 1 MPLE
DEPTH
READ DENSITY PROCTOR VALUE
COMPACTION
1. N. E:
0" - 12" 40 109.1 112.3
97.2
2. N.W.
48 108.1
96.3
3. S.W.
" 50 109.6
97.6
4. S.E
46 108.5
96.6
Soil Descriptio'
Brown. Sand
In Place MbisW
7.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.3 Percent
a@ Test Locations Th' 1
Density. & Penetrome er
Readings Indicate the
Degree of Corrmpactio � Meets
5ZM- 1'o Natural Grade.
113.0 -1 1 1 1 1 I
W
E ! I t 1 I I
G112.0 ---- •- t ---------._...
H t ! 1 1 ! I
T 1 1 I I
P
C
F
109.0•1-----1-----1---..{...—.F— {,.—...
D
R I I 1 I t 1
Y { } t I ! I
108.0r-
8 9 10 11 12 13 14
Moisture - % of Dry Weight
f,M"i(wo6ail.com
oie ounty Building Department 2,�E
Ronald G. Kel*, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366