HomeMy WebLinkAboutKSM REPORTr ��o
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KELLER, S,CHLEICHER & MacWILLIAM ENGINEERING AND TEST�7s� C.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772 �b 9Wt
PALM BEACH (561) 845-7445 wwwAksmengineering.net MELBOURNE (321) 768 888
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED June 19, 2019 KSM JOB # : 192405-1 d/SS/ct
PERMIT # r r - ) 0 537
CONTRACTOR B & D Grading and Land Clearing SCANNED
BY
JOB LOCATION Pulizter Road St. Lucie County
Off of Orange Avenue
Ft. Pierce, Florida
ITEM TESTED Compaction Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 40
105.2 110.8
95.8
2.
S.W.
37
105A
95.1
3.
Center
38
105.9
95.6
4.
N.W.
42
107.1
96.7
5.
N.E.
43
107.8
97.3
Soil Description
Gray & Yellow Sand
112.01
W
1
1 1 1 1
In Place Moisture:
E
1
I
I I I I
10.0 Percent
G
111.0-�-.._,.
_.:_.._.._..�.._..s:.._.._
H
I
I I I
Optimum Moisture:
T
I
I I I I
12.0 Percent
I I
I I I I
Max. Dry Density:
C
I
I I I I
110.8 P.C.F.
F
I
109.0 1—.._.�_
I
._�._.._�._.._�.. I.._.._
I I I I
@ Test Locations The
I
I I I I
Density & Penetrometer
D
108.0 ••-•I-••-•I._.._I._..J.._..
Readings Indicate the
R
I I
I I I I
Degree of Compaction Meets
v
I
Minimum Required
I
1 1 I I
for Unstaked Foundation
107.0-••-•!-••-:•-••-I•-••-I••-••-4
•-••,
uoNry4r
9 10
11 12 13 14 15
�'%"au
�� V 4
�{e�€fu' °mod;
Moisture - % of Dry Weight
sident
T gg
ORI
1184Y111f/11
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
SPOILS
Z%L7,LVAL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 PO BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmenginGering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
G.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED June 24, 2019 KSM JOB # : 192405-2d/SS/ct
PERMIT #
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION Pulizter Road
Off of Orange Avenue
Ft. Pierce, Florida
ITEM TESTED Compaction Foundation Fill for the 2nd & 3rd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
12" - 24"
41
106.7 110:8
96.3
2.
Center
45
108.1
97.6
3.
N.E.
44
107.7
97.2
4.
N.W.
24" - 36"
47
109.4
98.7
5.
Center
49
110.2
99.5
6.
S.E.
44
107.9
97.4
Soil Description:
Gray & Yellow Sand
In Place Moisture:
9.9 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W 112.0 1
E I
H I I I I
T I I 1 1 I
C I I I I I
109.0 .._.�_ ._.�._..—�._.._�.. .. �.._.._
F I I I I I
I I I I I
D 1oB.o—••_.J...... t_.._I._..J..—.. .._.._
R I I I I I I
Y I I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
I Lic. No.: 860 / Julie E. Keller, P.E.: 68366
ZIP O1t
A%GOAV&
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7765 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-`��j6 FA�jyn&ram ST. LUCIE V72) 229-9093
C.A.: 5693 L'L"(illl '��'•( j0`� FAX (772) 589-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED June 28, 2019
PERMIT #
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION Pulizter Road
Off of Orange Avenue
Ft. Pierce, Florida
ITEM TESTED Compaction Foundation Fill for the Final Lift
KSM JOB # : 192405-3d/SH/ct
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.E.
0" - 12" 39
108.4 110.8
97.8
2.
S.W.
40
109.3
98.6
3.
Center
40
109.6
98.9
4.
N.W.
38
108.3
97.7
5.
N.E.
39
108.9
98.3
Soil Description:
Gray & Yellow Sand
In Place Moisture:
9.3 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W 112.01
E I
G 111.0 �.._.i_.._. _.._:._.._.._..i.._.._
H
T I I000000000
00
I I I
P 110.0 .._.�_.._�00
_.._�.—.. I..—.. �.._.._
I I I
C I I I I I
F 109.0 i••— —: —••—.
I I I I I
I I I I I
D 108.0—••_.1_.._.I._.._I._..J.._.. .._.._
R I ( I I I I
Y I I I I I I
107.0.._.j_.._.j._..—j._..�.._...._..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmangineering.net MELBOURNE (321) 768-8488
FAX (661) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED July 2, 2019
PERMIT #
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION Pulizter Road
Off of Orange Avenue
Ft. Pierce, Florida
KSM JOB # : 192405-4d/SH/ct
ITEM TESTED Compaction Foundation Fill - Final Grade
TEST LOCATION
DEPTH
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.W. 0"-12"
35
109.7 110.8
99.0
2. S.W.
38
109.3
98.6
3. Center
40
110.2
99.5
4. N.E.
45
109.8
99.1
5. S. E.
40
110.7
99.9
Soil Description:
Gray & Yellow Sand
W
112.0
I I I
I I
E
I I I I
I I
In Place Moisture:
I
I I_ I
I
10.3 Percent
G
111.0 •.— _ _ —I _
I
^I• _ _
I
H
I
I
Optimum Moisture:
T
I I I
I I
12.0•Percent
110.0 L••—•I—••—•—••—I--••
•.—.. }..—.._
P
I I I I
I
Max. Dry Density:
C
I I I I
I I
110.8P.C.F.
109.0 •r ••_.�_ ._.�._.._�.—..�..
..�.._.._
F
I I I
I
@ Test Locations The
I
Density & Penetrometer
108.0 ••—•�—••—•I.— _I _
I
I _ — _ -
Readings Indicate the
D
I I
I I
Degree of Compaction Meets
R
I I I
I I
Minimum Required
Y107.0
•�--••—•a—•�--1--••—I•—�-�••—••-E••--•,
for UnstfiWiFioµr dation
9 10 11 12
13 14 15
`�% I,
. �; FEZ' f
Moisture - % of Dry
Weight
/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Headquarters
11345 U.S. Highway 1
t ENGINEERII, L
Mailing
Sebastian, FL. 32958
Orlando
l�� &-J A IL AND TESTING
PO Box 78-1377
Sebastian,
723 Progress Way
589-0712
0712
Sanford, FL. 32771
SOIL COMPACTION REPORT
C.A.# 6693
KSMengineering.net
ASTM D 1557 and ASTM D 2922
DATE TESTED:
November 11, 2019 KSM JOB #: 192405-5d/SH/ct
PERMIT #:
CONTRACTOR:
B & D Grading
JOB LOCATION:
Pulitzer Road
Off of Orange Avenue
Ft. Pierce, Florida
ITEM TESTED:
Addition to E. Side of the Pad
TEST LOCATION
DEPTH PEN DRY. MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. North
24" - 36" 42 111.1 113.9
97.5%
2. Center
36"- 48" 44 112.9
99.1%
3. South
24" - 36" 42 111.3
97.7%
Soil Description:
Tan Shelled Sand
with Clay
In Place Moisture:
8.6%
Optimum Moisture:
11.0%
Max. Dry Density: P:C.F.
113.9
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
1/12/2019
115.0 I I I I I
W I
E
G 114.0 �.._.i_.._i._.._�._..i.._.. i .._...
H I
T113.0
P I I I I
I
C
112.0—.._.j .._.j._.._4._.. j.. .. j .._...
F
• I I I I I
D
111.0 .._.l_.._.I.—.._t.—.. y.._.. .._...
R
Y I I I I I
110.0.._.l_.._Y._.._f._..�.._..T.._..,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Proudly Serving Florida since 1990
111345
Tie � 1 Ar
ENGINEERING'
Mailing
PO Box 78-1377
U.S. Highway 1
Sebastian, FL. 32958
4
AND TESTING
Sebastian, FL. 32978
Orlando
Phone: 772-589-0712
723 Progress Way
C.A.# 5693
Sanford, FL 32771
Sanford,
KSMengineering.net
December 26, 2019 KSM JOB # : 192405-6d/SH/jo
CONTRACTOR: Cole Construction
497 S. Brocksmith Road
Fort Pierce, Florida
JOB LOCATION: 1545 Pulitzer Road
Fort Pierce, Florida
PERMIT #:
To Whom it may concern,
Enclosed, please find the nuclear density test results performed on the compacted foundation fill at the above
referenced project
Should you have any question, please feel free to contact our office.
Res e 1 IJASO'V..
No. fiS386
119
Email to: coleconstruction@hotmall.com
Proudly Serving Florida since 1990
Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT#:
CONTRACTOR:
JOB LOCATION:
Wrllm 19 k Ar ENGINEERING
X%F;2AVJL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 23, 2019
Cole Construction
1545 Pulitzer Road
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 192405-6d/SH/jo
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE (P.C.F.)
COMPACTION
1. S.W.
0" -12" 42
111.1
.113.9
97.5%
2. N.W.
44
112.3
98.6%
3. Center
44
112.6
98.9%
4. N.E.
43
111.8
98.2%
S. S.E.
43
111.9
98.2%
Soil Description:
Tan Shelled Sand
In Place Moisture:
12.1 %
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
113.9
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Unstaked Foundation
Julie E. Keller, P.E.
President
PE It 68366 12/26/2019
Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM Is not responsible if the tested area has been
altered from the approved Inspected condition.
Proudly Serving Florida since 1990(
Headquarters
11345 U.S. Highway 1
Sebastian, FL 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT M
CONTRACTOR:
JOB LOCATION:
UP N Ik Jr ENGINEERING
Z%L-2 AVL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 23, 2019
Cole Construction
1545 Pulit2er Road
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL 32978
Phone: 772589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 192405-6d/SHAo
115.0
W i
E I I I I I
I I I I 1 I I
H114.0 i.._.._..J_.._.._..1..—.._..�.._.._.._1._.._.._.l_.._.._..
T
I I I I 1 I
P I I I I I
113.0 I—.._.._.. ..—.._.. I.._.. —.._I.._.._._ ,._.._.._.i_.._.._..
C i
I I I I i
F I I I I I I
112.0 ..—.._..+. _...._.._..�.._.._.._I._.. .._.l—.._.._..
D
I I i I
R I I I I I
Y 111.0 I I I I _.._.._..
I 1 I I I I
110.0._.._.._._.._.._..,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Soil Description:
Tan Shelled Sand
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
113.9
Julie E. Keller, P.E.
President
PE # 68366 12/26/2019
Proudly Serving Florida since 2990