HomeMy WebLinkAboutNuclear Density Test ResultsKSM a
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
April 1, 2004
Shelton Construction
2130 N. U.S. 1
Ft. Pierce, Florida 32947
Re: Large Building Column Pads
Large Building, & Small Building
Atlantic Truss
Feeder Road
St. Lucie County, Florida
Permit #: 24011465
KSM No. 42856-1d
Dear Sir:
I APR 0 i 2004
No mg --
St. Lucie County Publ— I Wo rk
POSTED
Enclosed, please find the nuclear density test results performed on the compacted
foundation fill at the above referenced project.
you have any questions, please feel free to call.
41 e r, P.E.
Copy to St. Lucie +Cunty Building DepaJrent
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) B45-7445 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 #: 42856-1d/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 Buildin
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 and ASTM D 2922
DATE TESTED:
April 1, 2004 JOB #:
42856-1d/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
Large Buildinq
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 Buildinq
11. North
0" — 12" 9.6 61 115.2
B) 117.0 98.5
12. South
11 11
63 115.8
" 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 M 24011465
CONTRACTOR: Shelton Construction
JOB LOCATION: Atlantic Truss
Feeder Road
St. Lucie County, Florida
112 T---1---T---17—1---T---r ---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
110 r--y---t---I— — 1------r--�
LC I I I I I I I
U I I I I I I I I
a 109t---I---t---F--1---t——t----1
H I I I I I I I
= I I I• I I I I
C7 108-- +---F----I---i---- --A
w
I I I I I I I
1074------+---E -- I---+---1----4
I I I I I I I I
I I I I I I I I
1064----4---4----1---a----I----1----4
i I I I I I I I
1 I 1 I I I I I
1054----4---+------I----i----�--�
8 9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Grayish Brown Sand
Max. Dry Density: 110.4 P.C.F.
Optimum Moisture: 12.0 Percent
Ronald G. Keller, P.E.
President
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 MARTIN (772) 337-7755 SEBAS11AN (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 M 24011465
CONTRACTOR: Shelton Construction
JOB LOCATION: Atlantic Truss
Feeder Road
St. Lucie County, Florida
1187-- 1---7---r--7---7---r--,
I I I I I I I I
I I I I I I I I
1171 — — — —— L---L--J-- --L--J
I I I I I I I I
I I I I I I I
❑ I I I I I I I I
116 1----1---t---r--1---t--- -- 1
U I I I I I I I
a I I I I I I I I
H I I--- --� ----- ---I---
= 115
w I I I I I I I I
Lu I I I I 1 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 I I I
1124----I---4—-4----E---I----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