HomeMy WebLinkAboutSoil Compaction ReportKSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MARTIN (772) 337-7755 SEBASTIAN (772) 589-0712
E.B.: 5693 PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (772) 589-6469 ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED: April 1, 2004 JOB #: 42856-ld/BJ/ley
PERMIT #: 24011465
CONTRACTOR: Shelton Construction
JOB LOCATION:
Atlantic Truss
Feeder Road
St. Lucie County, Florida
ITEM TESTED:
Compacted Foundation Fill on the Large Building
(250' x 255"), Column
Pads of Large Building, and Small
Building (50'
x 100')
MATERIAL:
A) Grayish Brown Sand
B) Brown Sand
TEST LOCATION
DEPTH MOIS- PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
DENSITY
PROCTOR
COMPACTION
VALUE
Column Pads of Large Building
1. Pad F10
48" — 60" 13.8 51
108.2
A) 110.4
98.0
2. Pad F7
53
108.6
98.4
3. Pad F4
55
109.4
99.1
4. Pad D2
51
108.8
98.6
5. Pad D5
55
109.4
99.1
6. Pad D8
52
108.4
98.2
KSM -
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MARTIN (772) 337-7755 SEBASTIAN (772) 589-0712
E.B.: 5693 PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (772) 589-6469 ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT
ASTM D 1557, d ASTM D 2922
LM
DATE TESTED: April 1, 2004 Jt�J J 856-1d/BJ/ley
PERMIT #: 24011465OQ
CONTRACTOR: Shelton Construction -- — I
'' fS't IliicFer4i0uti Works.
JOB LOCATION: Atlantic Truss
Feeder Road
St. Lucie County, Florida
ITEM TESTED: Compacted Foundation Fill on the Large Building (250' x 255"), Column
Pads of Large Building, and Small Building (50' x 100')
MATERIAL: A) Grayish Brown Sand
B) Brown Sand
TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT
OF SAMPLE TURE DENSITY PROCTOR COMPACTION
VALUE
Large Building
7. N.E.
0" — 12" 9.8
62
115.4
B) 117.0
98.6
8. N.W.
66
116.8
99.8
9. S.W.
63
115.9
99.1
10. S.E.
"•
65
116.5
99.6
Small Building
11. North
0" — 12" 9.6
61
115.2
B) 117.0
98.5
12. South
1111
63
115.8
11
99.0
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MARTIN (772) 337-7755 SEBASTIAN (772) 589-0712
E.B.: 5693 PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (772) 589-6469 ST. LUCIE (772) 229-9093
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: April 1, 2004 JOB #: 42856-1p
PERMIT #: 24011465
CONTRACTOR: Shelton Construction
JOB LOCATION: Atlantic Truss
Feeder Road
St. Lucie County, Florida
112T---,---T---r---1---T---r---I
I I I I I I I I
I I I I I I I I
111 �--7----r---r----y---T---r---7
I I I I I I I
I I I I I I I
U I I I I I I I I
0 109t----1---t---f---I---t— —r---i
H I I I I I I I
= I I I• I I I I
c7 108+---I-- +---F---I---+--- —�
w
I I I I I I I
1074------4----1---4---+---1,— — -a
I I I I I I I I
I I I I I I I I
106 4- — — -4— — — 4- — — — ---4--- ---f ---4
I I I I I I I I
I I I I I I I I
1054----I---+---I------a----I---�
8 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description:
Max. Dry Density:
Optimum Moisture
Ronald G. Keller, P.E.
President
Grayish Brown Sand
110.4 P.C.F.
12.0 Percent
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MARTIN (772) 337-7755 SEBASTIAN (772) 589-0712
E.B.: 5693 PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (772) 589-6469 ST. LUCIE (772) 229-9093
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: April 1, 2004 JOB #: 42856-2p
PERMIT #: 24011465
CONTRACTOR: Shelton Construction
JOB LOCATION: Atlantic Truss
Feeder Road
St. Lucie County, Florida
118 T---,---T---r--,---T---r--,
I I I I I I I I
I I I I I I I I
117L--J---I---L--J-- --L--J
I I I I I I I I
p I I I I I I I I
LL 116t--1---t---I——y---t--- -- 1
b I I I I I I I
F __ I
= 115 I I I I I I I
_ I
w
Cu I I I I I I I
1144---�--+--------+---�--�
I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
1124---——— + — — — --——— +-- —
I---�
6 7 8 9 10 11 12 13
Moisture - Percent of Dry Weight
Soil Description: Brown Sand
Max. Dry Density: 117.0 P.C.F.
Optimum Moisture: 10.8 Percent
Ronald G. Keller, P.E.
President