HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
BY Tl
St Lucie Coulyiy - 11NJj
vL
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.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED March 15, 2018 KSM JOB # : 180750-3d/MH/ct
PERMIT # 1801-0616
RECEIVED
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 9710 Russos Road
Fort Pierce, Florida
ITEM TESTED • Compacted Foundation Fill - Final Lift
APR . 9 7n9q
Permitting Dtp,..,n
St. Lucie
C.-
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" -12" 52
112.7 115.1
97.9
2.
N.E.
1151
111.9
97.2
3.
Center
53
113.4
98.5
4.
S.W.
51
111.1
96.5
5.
S.E.
52
112.6
97.8
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
6.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum_Renuired for
to Natural Grade.
• No. •
W 116.0
E I I I I I
G I I I I I
H I I I I I
T 115.0 .L_..— .�_..—.�——.�—..— .—..—.
P I I I I I
I
C I ) I 1 I
F I 1 1 I I
114.0 .L..—
I
D I I I I I
R I I I I I
y I I I I I
113.0-..—.—..—.�—:.—.�—..—.�—..—.—..—;
8 9 10 11 12 13 14
Moisture - % of Dry Weight
(DNAtt0%A! tt1uc)e County Building Department
?'r1F1 mq b; 9onald G. Keller, P.E.: 37293 / 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.ksmengineering.net MELBOURNE (321) 768-8488
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 March 15, 2018 KSM JOB # : 180750-3d/MH/ct
PERMIT # 1801-0616
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 9710 Russos Road
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 52
112.7 115.1
97.9
2.
N.E.
It51
111.9 1197.2
3.
Center
to53
113.4 it98.5
4.
S.W.
51
111.1
96.5
5.
S.E.
52
112.6
97.8
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
6.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinipRgquired for
ini _
to Natural Grade.
W 116.0
E I I I I I
I I I I I I
G I I I I I
H I I I I I
T 115.0 L..—..I—..—.�—.—.�—..—.�....—.
P I I I I I
C I I I I I
F I I I I
114.0
I I I I I I
D I I I I I
R
y I I I I I
113.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
ilt@att.net
�i a°��St Lucie County Building Department
'aslr:`aellC3iye
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
`1 03/16/2018 15:33 772 469 KSM ENGINEER PAGE 01/01
W
�V 1, A
X% f J AVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78•-1377, SEBASTIAN FL 32973-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineedng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINE:ERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-M9
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 15, 2018 KSM JOB # : 180750-3d/MH/ct
PERMIT # 1801-0616
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 9710 Russos Road
Fort Pierce, Florida
ITEM TESTED • Compacted Foundation Fill - Final Lift
RECEIVED
i
MAR 2 0 2018
ST. Lucie County, Permitting
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 52
112.7 115.1
97.9
2.
N.E.
51
111.9 1197.2
3.
Center
53
113.4 to98.5
4.
S.W.
51
111.1
96,5
5.
S.E.
to52
112.6
97.8
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
6.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
U n styRLVd' Pd (M datl o n
n to Natural Grade.
W
I
E
G 1 I I I I
H I I I I I
T
P
C
i I I I I
F I I I I 1
114.0.L.._
I
D
R
y11.3,0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
N eller, L_
�tt.net
t1tucie County Building Department
�,���s►afA�1r+'��3fionald G, Keller, RE,; 37293 / SI Lic, No.: 860
Copy
PARTIAL �APPR
QVAL
/ Julie E. Keller, P.E.: 6n66
03/07/2018 16:33 7725896469 _ KSM ENGINEERING PAGE 01/01
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(845-7445 wmksmengineering.net MELBOURNE (321) 766-8488
C.A.; 56
FAX (569 3 845845-8876 876 E-Mail: w KSMOcKSMENGINEERING.NET ST,.LUCIF: (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTNI D 2922
DATE TESTED : March 6, 2018 KSM JOB # : 180750-2d/MIH/et
PERMIT # 1801-0616
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 9710 Russos Road
Fort Pierce, Florida
ITEM TESTED Compacted -Foundation Fill - Retest,
TESTLOCATION DEPTH * PEN
OF SAMPLE
DRY MAX. DRY PERCENT
READ
DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" -12"
2. N. E.
50
108.8 110.7 98.3
3. Center
50
50
108.3 97
106A
4. S.W.
50
9..1
106.6 " 96.
5. S. E.
50
106.7 96,4
Soil Description:
Brown Sand
112.0
w
In Place- Moisture:
E
10.2 Percent
I I I 1
111.0 •I--.._..� .._.�_..�.j— —•��..
Optimum Moisture:
T
11.0 Percent
P
110.0--..�..�----• _.�
Max. Dry Density:
110.7 P.C.F_09.0
�.
cQ Test Locations The
Density & Penetrometer
I I !
Readings Indicate the
R
108.0
Degree of Compaction Meets
y
Minimum Required for
I '
Ur%itAR4108 M d'X6^n
S 9
to Natural Grade.
10 11 12 13 14
Moisture - °r6 of Dry Weight
L,_ w
w
d�(r�att.ne#
t' Lucie County Building Department
Ronald G. Keller, P.E.; 37293 / 81 Lic. NO.: 860 / .Julie E. Keller, P.E.: 68360