HomeMy WebLinkAboutKSM REPORTS02/07/2019 13:00 7725896469 KSM ENGINEERING / PAGE 01/03
KSM C �Q 1r01(A
KELLER, SCHLEICHER & MacWILL1AM ENGINEERING AND TESTING, INC.
MAR71N (77g) 337.7755 P.O_BOX_7$-137_7,_SEBASTIAN,_F13297_8-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmangineering.net MEL13OURNE (321)168=8488—
FAX (561) 845-8876 E-Mall: KSWKSMENGINEERING.NET ST. Lucia (772) 229.9093
C.A.: 5693 FAX (772) 589-6469
January22, 2019 SCANNED
BY
St. Lucie County
Abercrombie's Land Services
5501 Emerson Avenue RECEIVED
Ft. Pierce, Florida 34951 FEB 0_7 1111c
Re' 1805 Cody Lane Permitting Department
Ft Pierce, Florida SL Lucie County
(Permit #: 18'122-0459. zH.ouse Pad
dmermit # 190,1-0,g41 - G`arage P`aa _
KSM Project #: 190298.1 d
Dear Sir.
Enclosed, please find the nuclear density test results performed on the house pad and
detached garage at the above referenced project,
any questions, please feel free to contact our office.
No.
E-mail to: abercromble5501@gmaii.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, PE.:37293/SI Lie, No.: 860 / Julie E. Keller, P.E.:68366
02/07/2019 13:00 7725896469 ,n� KSM ENGINEERING PAGE 02/03
i1sm
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
- -MARTIN-(772)M7-77ss P.O.-BOX 78-1377-SEBASTIAN,-FL�32978-137-7-SEBASTIAN.(772)M9-0712
PALM BEACH (561) 645-7445 www.ksmengineeling.nat MELBOURNE (321) 766-8468
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.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:
January 213t, 2019
KSM JOB * 190298-1df SS/ct
PERMIT #:
1812-0459 -House Pad
1901-0141 -Garage
CONTRACTOR:
Abercrombie's Land Services
JOB LOCATION:
1805 Cody Lane
Ft. Pierce, Florida
MATERIAL:
Brown Sand with Traces of Clay
ITEM TESTED:
House Pad & Detached Garage
TEST LOCATION
DEPTH MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE -
House Pad -1-" Lift
1, N.E.
0" -17 7.1
41
107.3
108.3
99.1
2. Center
39
105.1
97.0
3. S.W.
"
37
104.6
96.6
House Pad - 200' Lfft
4. N.E.
12" - 24" 8.7
42
105.9
108.3
97.8
5. Center
46
108.0
99.7 -
6. S.W.
u42
106.5
°
98.3
House Pad - 3rd Lift
7. N. E.
24" - 36"' 7.9
43
107.2
108.3
99.0
8. Center
°
42
105.4
"
98.2
9. S.W.
39
105.2
97.1
Garage Pad
10. N.E.
0" -12" 6.8
40
105.9
108.3
97.8
11. Center
u43
107.6
99.4
12. S.W.
"
42
106.2
98.1
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, PE.: 88366
02/07/2019 13:00 7725896469 r- KSM ENGINEERING PAGE 03/03
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN-(772}337-7755 RO-BOX-78 1-377-SEBASTIAN,-FL-32978 1377 SEBASTIAN (772) MG-0712
PALM BEACH (561) 845-7446 www,ksmengineering.net MELBOURNE (321) 768-8488 .
FAX (561) W-6876 E-Mall: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093 "
C.A.: 5693 FAX (772) 589-6469
DATE TESTED:
PERMIT M
CONTRACTOR:
JOB LOCATION:
a
0
a
S
Ur
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
January 21$t, 2019
1812-0459 - House Pad
1901-0141 -Garage Pad
Heritage Contracting
1805 Cody Lane
Fort Pierce, Florida
KSM JOB#: 190298-1p
109T---T----I----I----r---77
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108a----4•----4— --I--—�---4_—_—I
1 I I I I I I
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107 -- --- -------I ---I I I
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1 I I I I I 1
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106i----+---H---- I ---- i---- ----i
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I I I I I I I
I I I I I I 1
1064-•--- i ----i--------%----i--- i
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Brown Sand with Traces of Clay
108.3 P.C.F.
12.0 Percent
Ronald G. Keller, P.E.: 37293I SI Lic. No.: 860 / Julie E. Keller, RE-, 68366
/4a- of y/
U '1VA 7slddG,YIC.1I.SIL 8
KELLER SCHLEICHER & MacWILLIAM ENGINEE I T
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
_ PALMBEACH_(561)_845J345_ _ wwwAsmengineering.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
January 22, 2019
Abercrombie's Land Services
5501 Emerson Avenue
Ft. Pierce, Florida 34951
Re: 1805 Cody Lane
Ft. Pierce, Florida
Permit M 1812-0459 - House Pad
Permit #: UOMMIRGarage Pad
KSM Project #: 190298-1 d
Dear Sir:
RECEIVED
FE9 121019
permlttln
St. Luce C�un ment
ty
Enclosed, please find the nuclear density test results performed on the house pad and
detached garage at the above referenced project.
eel free to contact our office.
JEK/cf "
E-mail to: abercrombie5501@gmail.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
1
b
Tip
A AW
KELLER, SCHLEICHER &- MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
-- FALN4BEACH_(561).845-Z445_ 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: January 21s', 2019 KSM JOB #: 190298-1d/ SS/ct
PERMIT #: 1812-0459 - House Pad
1901-0141 - Garage
CONTRACTOR: Abercrombie's Land Services
JOB LOCATION: 1805 Cody Lane
Ft. Pierce, Florida
MATERIAL:
Brown Sand with Traces of Clay
ITEM TESTED:
House Pad & Detached
Garage
---------------------------------------------------------------------
TEST LOCATION
DEPTH
MOTS-
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
------------------------------------------------
VALUE -------
House Pad -1st Lift
1. N.E.
0" - 12"
7.1
41
107.3
108.3
99.1
2. Center
"
39
105.1
97.0
3. S.W.
37
104.6
"
96.6
House Pad - 2nd Lift
4. N.E.
12"- 24"
8.7
42
105.9
108.3
97.8
5. Center
"
46
108.0
99.7
6. S.W.
U42
106.5
98.3
House Pad - 3rd Lift
7. N.E.
24" - 36"
7.9
43
107.2
108.3
99.0
8. Center
"
42
106.4
"
98.2
9. S.W.
39
105.2
97.1
Garage Pad
10. N.E.
0" -12"
6.8
40
105.9
108.3
97.8
11. Center
43
107.6
"
99.4
12. S.W.
"
42
106.2
98.1
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
. . ,
TIP 01 L
A%DJAVL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 R O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM_ BEAGW5.61)_845_7445� ww.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
DATE TESTED:
PERMIT M
CONTRACTOR:
JOB LOCATION:
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
January 215t, 2019
1812-0459 — House Pad
1901-0141 — Garage Pad
Heritage Contracting
1805 Cody Lane
Fort Pierce, Florida
KSM JOB #: 190298-1p
109-r---T-------,----r---7----�
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
1084----4---- 4----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
107
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
106-f----t----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
1054---- --------------4----4
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Brown Sand with Traces of Clay
108.3 P.C.F.
12.0 Percent
Ronald G. Keller. P.E.: 37293 / SI Lic. No : 860 / Julie E. Keller, P.E.: 68366