HomeMy WebLinkAboutKSM REPORT11/20/2015 18:07 7725Rq9d69 KSM ENGINEERING PAGE 01/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 P.O. F3OX78-1377,Sr=13ASTIAN,FL32978-.1377 SEBASTIAN (772)589-0712
PALM BEACH (561) 845-7445 www.K:smenginearing.net MEL-BOURNE (321) 768-8468
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEI=RING.NET ST. LUCIE (772) 229-a093
C,A.: 5693 FAX (772) 589-8469
November 20, 2015
Helmet House Construction Corp.
900 20th Place
Vero Beach, FL 32960
Re: Treasure Coast Hospice
6000 Dunn Road
aFo Me e, Florida
P.0armi Uujl_!
m ,
KSM ProjecT#`1521542P_11d�
Dear Sir:
SCANNED
BY
St. Lucie Count%
Enclosed, please find the nuclear density test results performed on. the. sidewalk area
and tooter pads at the above referenced Prolect,
any questions, please feel free to call.
No.
Fax to: Saint Lucie County Building Department
E-mail to: sam@helmethouseconstruction.com
clyde@helmethouseconstruction.com
Ronald G. Keller, PE.: 37293/Sl Lic. No.: 860 1 Julie E. Keller, P.E.; 68366
11/20/2015 16:07 7729899469 KSM ENGINEERT.WG PAGE 02/03
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, rL 32978-1377 SEBASTIAN (772) 689-0712
PALM BEACH (561) 845-7445 www.ksmengineering.nat MELBOURNE (321) 768-8488
F!AX (561) a45-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A,; 5699 FAX (772) 589-Mg
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED'
November 19,2015
KSM JOB M 152544-1 dtBV/11
PERMIT*
SLC 15070018
CONTRACTOR.
Helmet House Construction Corp.
JOB LOCATION:
Treasure Coast Hospice
5000 Dunn Road
Fort Pierce, Florida
MATERIAL:
Brown Sand
ITEM TESTED:
Sidewalk Area and Footer Pads
bizi3fiq --- �46F6--
- PER ----
5�t7Y----
OF SAMPLE
TURE
READ
DENSITY
PROCTOR
COMPACTION
VALUE
§TcFe w-a-1-k -----------------------------------------
--------------
1. West End
0" — 12" 10.0
45
112.2
113.0
98.4
2. Center
14�6
45
111.0
98.2
3. East End
16.3
50
113.1
100.1
Foofer Pad
4. West
N/A
45
98.0+
5. Center
N/A
45
98.0+
6. East
NIA
45
98.0+
*Footer too small to get nuclear density guage in, penetrometer readings show footer is well
compacted
Ronald G. Keller, P.E.:372931SI Llc.No.: 660 1 Julie E. Keller, RE.: 68366
11/20/2015 18:07 77259q5469 KSM ENGINEERTNC, PAGE 03/03
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (774589-0712
PALM BEACH (561) W-7445 www.ksmeng'ineering.nat MELBOURNE (321) 768-5488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (T72) Sag-6469
MOISTURE -DENSITY RELATIONSHIP
MODIFIED PROCTOR (ASTM D 1557)
DATE TESTED: November 19, 2015 KSM JOB* 152544-1 P
PERMIT M SLC 15070018
CONTRACTOR: Helmet House Construction Corp.
JOB LOCATION: Treasure Coast Hospice
5000 Dunn Road
Fort Pierce, Florida
114 _T____ 7
1134- - - - J - - - - - - - -4
LL:
112 L
8 9 10 11 12 13 14
Moisture - Percent of Dry Weight
$oil Description: Brown Sand
Max. Dry Density: 113.0 P.C.F.
Optimum Moisture: 11.0Percent
Julie E. Keller, P.E.
Ron.dd G. Keller, P.E.:37293/Sl Lie. No.: 860 1 Julie E. Keller. P.E.: 68366