HomeMy WebLinkAboutMOISTURE-DENSITY RELATIONSHIPKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. 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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: March 141h & 291h, 2019
KSM JOB #: 190689-11d
PERMIT #: 1812-0149
CONTRACTOR: TNT Builders of Florida SCANNED
BY
JOB LOCATION: Sedona St, Lucie County
Morning Dew Lane
Fort Pierce, Florida
113T----T----I----I----T — 7----1
I I I I I 1 I
I I I I I 1 I
I I I I I 1 I
1124----4----4----I----+---4----I
p I I I I I I
LL I I I I I I I
U 111----1---J---I----L----1---J
a I I I I I I I
F I I I I I
= I I I I I I I
110T----T— — I ----I— — — —r -- r---,
I I I I I I I
I I I I I I I
I I I I I
1094----4----a----I----1---- ----4
I I I I I I I
I I I I I I I
I I I I I I I
108---i-----------i-------�
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
Soil Description: Brown Sand with Clay
Max. Dry Density: 111.5 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald 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 P.O. 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.: 6693 FAX (772) 589-6469
DATE TESTED:
PERMIT *
CONTRACTOR:
JOB LOCATION:
u:
d
a
F-
2
0
I
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E. Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
March 14th & 29th, 2019
1812-0149
TNT Builders of Florida
Sedona
Morning Dew Lane
Fort Pierce, Florida
KSM JOB* 190689-11d
113T---T---1----I----�---T---
I I I I I I I
I I I I 1 ! I
I I I I I I 1
1124----+-----I----I----+----+----1
I 1 I I I I I
i I I I I I
I I I I I I I
111 -I----1----1---I----L---1--- )
I I I I I I I
I I I I I
I I 1 I I I I
I 1 I I I I I
1 I I t I I I
I I I I I I I
I I I I I I
109 4- - - - 4- - - - I----I----a - - - - - - - 4
I I I I I I I
I I 1 I I I I
I I I I I I I
1084---- i----i--------� ------
t7
10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Clay
111.5 P.C.F.
11.0 Percent
Ronald G. Keller, RE; 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04,�02/2019 11:47AM
.. .... ...... .......... . . ":.::
PAGE
I
04/03/2019 02:28PM
PAGE 03/03
I
t
■
I
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 (661) M-7445 wwwAsmengineedng.net MELBOURNE (321) 768.8488
FAX (561) 645-8876 E-Mail: KSM@KSMENGINEERiNG.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 689-6469
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
in
Soil Description:
Max. Dry Density:
Optimum Moisture:
Julie E.:Keller, P.E.
President
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
March 141h & 291h; 2019
TNT Builders of Florida
Sedone
Morning Dew Lane
Fort Pierce, Florida
KSM JOB #: 190689-11 d
113 i----T----i----1-- r---7---1
1 I I I I I I
I I I I I I I
I I I I I 1 I
1124----+----1----I----I----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
I I I I I I I
i I I I I I I
I I I I I I I
I 1 I I I
I I 1 I I I I
I ! 1 I I I I
I I 1 I I I I
1o84-------4---.-�----i---- �---�
10 1.1 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Clay
111.5 P.C.F.
11.0 Percent
Ronald G. Keller, RE,: 37293 / 81 Lic. No.: 860 / Julie E. Keller, P.E.: 68366
=a
KELLER, SCHLEICHE
MARTIN (772) 337-7755 P0.
PALM BEACH (561) 845-7445
FAX (561) 845-8876
C.A.: 5693
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
LL
U
a
H
2
(7
Soil Description:
Max. Dry Density:
�0IL� r'e
��gvL
R & MacWILLIAM ENGINEERING AND TESTING, INC.
BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
www.ksmengineering.net MELBOURNE (321) 768-8488
E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
March 141h & 291h 2019
TNT Builders of Florida
Sedona
Morning Dew Lane
Fort Pierce, Florida
KSM JOB #: 190689-11 d
113T---T -1----I----r---7---,
I I I I I I I
I I I I I I I
I I I I I I
112+----+-------I-------4----I
I I I I I I I
I I I I I I
I I I I I I I
111 �----J---J---I----)---- 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 I I I
110T---T——,----I----r--7---,
I I I I I I I
I I I I I I I
I I I I I
109-I----+----- I----I----4---- ----�
I I I I I I I
I I I I I I I
I I I I I I I
1084----4---- i-----------�---
U
10 11 12 13 14
Moisture - Percent of Dry Weight
Brown Sand with Clay
111.5 P.C.F.
Optimum Moisture: 11.0 Percent
Julie E. Keller, P.E.
President
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366