HomeMy WebLinkAboutKSM REPORTS• � ,� /8�/ - 5y23
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JAY
KELLER SCHLEICHER & MacWILLIAM ENGINEERI G I LEEwPIN
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 _p� �a {� ,[�L ST. LUCIE (772) 229-9093
C.A.: ,5693 E S�IILK MP � ORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED January 17, 2019 KSM JOB # : 190252-1 d/SS/ct
PERMIT # 1811-0423 RFceltz
CONTRACTOR Brett Webster Tractor Inc./Trefelner Constructionp, Jq� , 'q? SC,y��
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JOB LOCATION 5480 Slash Pine Trail st < Oce�opdn� `SttuciL '
Fort Pierce, Florida 4�ty enr CDU� �
ITEM TESTED Compacted Foundation Fill
TEST LOCATION PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1.' N.W. - 1st Lift 0" - 121' 41 105.9 109.5 96.7
2. 1 N.E. - 1st Lift. 28 104.1 95.1
3. Center - 1 st Lift. 34 106.3 97.1
4.1 S.E. - 1st Lift 30 104.5 95.4
5. S.W. - 1st Lift 38 107.0 97.7
6. N.W. - 2nd'Lift 12" - 24" 37 105.1 96.0
7. N.E. - 2nd Lift 31 104.2 95.2
8. , Center - 2nd Lift 40 107.4 98.1
9. 1 S.E: - 2nd Lift 32 104.5 95.4
I& S.W - 2nd Lift 42 108.0 98.6
i
Soil Description: 111.01 I I I I
Brown Sand with Traces of Clay W I I I I I I
In Place Moisture: E
8.7 Percent G I I I I I
Optimum Moisture: T I I I I I
12JO Percent 109.0 I-••-.I-..-I. �..-.-..�-..-.
P
Max. Dry Density: I I I I
109.5 P.C.F.. c 108.0
I
@ Test Locations The F I I I I I
Density & Penetrometer 107.0 1
Readings Indicate the
Degree of Compaction Meets D I I I I I I
willu# R
Mir �itu'hPe tod for
A' �`CENS .�'�� 9 10 11 12 13 14 15
Reec II Sub itfed.'-
Moisture - % of Dry Weight
No ,3
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FP.E
bre :Oster@yahoo.com
Fax�e,� t g'4(°`Lucie County Building Department
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KELLER,
SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC,
MARTIN (772) 337-7755 RO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmenngg�inneerering.net ,,j(���� MELBOURNE (321) 768-8488
FAX (561) 845-$876 E §ffMAGTIR1p&Aj ST. LUF� ((772) 589 9093
9693
6469
ASTM D 1557 and ASTM D 2922
DATE TESTED January 17, 2019 KSM JOB # : 190252-1d/SS/ct
PERMIT # : 1811-0423 CID
1 2 �'n
CONTRACTOR Brett Webster Tractor Inc./Trefelner Construction
JOB LOCATION ; 5480 Slash Pine Trail
Fort Pierce, Florida
ITEM TESTED -
Compacted Foundation Fill
R
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
11. N.W. - 1 st Lift
0" - 12" 41
105.9
109.5
96.7
2. N.E. - 1st Lift
28
104.1
"
95,1
3. Center - 1st Lift
" 34
106.3
97_1
4. S.E. - 1st Lift
30
104.5
95.4
5. S.W. - 1st Lift
38
107.0
go97.7
6. N.W. - Znd'Lift
12" - 249' 37
105.1
11
96.0
7. N.E. - 2nd Lift
go31
104.2
95.2
8. Center - 2nd Lift
40
107.4
98.1
9. S.E: - 2nd sift
32
104.5
91
95.4
10. S.W - 2nd Lift
". 42
108.0
98.6
Soil Description:
Brown Sand with Traces of Clay
In Place Moisture:
8.7 Percent
Qptimum Moisture:
12.0 Percent
Max. Dry Density:
1109.5 P.C.F.
a@ Test Locations The
Density & Penetrometer
Readings Inc(icite the
Degree of Compaction Meets
M1111OgitWOMArQd for
jM.
111.a 7 I I r I I
w I I I I I I
E
1 i10.0
G I I I I I I
H
T
109.0
P I I I I
I t ( I I I
C 108.0
F I I I I f
107.0 .......... i .._...i .._.
D I I I I I I
R
9 10 11 12 13 14 15
Moisture - % of Dry Weight
areit fireragyanoo.corn
i 'Lucie County Building Department
FIFA O Ronald G_ Keller, E.: 37293 1 SI Lic. No.: $00 / Julie E. Keller, P.E.: 68366