HomeMy WebLinkAboutKSM NUCLEAR DENSITY TESTKELLER, 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
January 16, 2019
Richie the Roofer
905 13th Street SW
Vero Beach, FL 32962 F
Re: 6.513 Deleon Avenue
Ft. Pierce, Florida
Permit #: 1712-0360 CIO
KSM Project #: 1902 ZAW
Dear Sir:
Enclosed, please find the nuclear density test results performed on the footers and rear
porch at the above referenced project.
Should vou' have any questions, please feel free to contact our office.
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E-mail to: richieroofer@yahoo.com
-FaxLLand Wail- to: St. -Lucie County -Building Department
Ronald G. Keller P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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KELLER, SCH.LEICHER & 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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED:
January 151h, 2019
KSM JOB #: 190212-1d/SS/ct
PERMIT #:
1712-0360
CONTRACTOR:
Richie the Roofer
JOB LOCATION:
6513 Deleon Avenue
Ft. Pierce, Florida
MATERIAL:
A.) Fine Gray Sand
B.) Brown Sand
ITEM TESTED:
Footers & Rear Porch
---------------
TEST LOCATION
----------------
DEPTH MOTS-
--------------------------------------
PEN DRY MAX. DRY PERCENT
OF SAMPLE
TURE
READ DENSITY PROCTOR COMPACTION
-----------------------------------------------
- VALUE
---------------------
Footers
1. East
0" — 12" 3.6
33 103.2 A.) 108.1 95.5
2. South
3. West
4. North
Rear Porch
5. Center Slab
In
0" — 12" 6.0
30
103.6 "
33
103.9 "
35
104.4 "
40 106.2 B..) 110.4
95.8
96.1
N
96.2
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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WOW VIL 9
KELLER, S.C.H.LEICHER & 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.ksmbngineering.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 #
CONTRACTOR
JOB LOCATION:
cr
U
a
H
0
w
Soil Description:
Max. Dry.Density
Optimum Moisture:
Julie E. Keller, P.E.
President .
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
January 15th, 2019
1712-0360
Richie the Roofer
6513 Deleon Avenue
Ft. Pierce, Florida
KSM JOB #: 190212-1 pa
109T---T—=--1----I----1---.-7----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
1084----4-----4-- -- -- — — —
-J ----I
I I 1 I I I I
I I I I I 1 I
I I I I I
I I I I I I I
1.07 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
106+----+----i----I----�--- +---�
I I I I I I I
I I I I I I I
I I I I I I I
105-4
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Fine Gray Sand
108.1 P.C.F.
12.0 Percent
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller,P.E.: 68366
TAP CP 19
JM jM
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
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: January 15th, 2019 KSM JOB #: 190212-1 pb
PERMIT #: 1712-0360
CONTRACTOR: Richie the Roofer
JOB LOCATION: 6513 Deleon Avenue
Ft. Pierce, Florida
111-r----T--------I----T----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 I
110---4-----I ---I-- —- — — — -t� — — ——!
I I I I I I I
a I I I I I I I
_ log
I 1_ —----1----� -- ---
W I I I I I I
I I I I I I I
I I I I I I
108-I----+-------I----f---- ----I
I I I I I I I
I
107-----------------�----� ----�
9 10 11 12 13 14 15
Moisture - Percent of Dry Weight
Soil Description: Brown Sand
Max. Dry Density: 110.4 P.C.F.
Optimum. Moisture: 12.0 Percent
Julie E. Keller,, P.E.
President
Ronald G. Keller,, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366