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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 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 13, 2016
JWN Construction
4163 Artesa Drive
Boynton Beach, FL 33436
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Re: Pile Installation Inspection
Clews Residence
Lot 1299, Nettles Island
Jensen Beach, Florida
KSM Project #: 160084-pile
Dear Sir:
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PERN71
St. Lucie C un FL
As requested, we were present during the installation of the twenty three (23)
auger -cast -piles for the proposed, structure at the referenced site. Pile layout by
others. The pile installation inspection was generally performed in accordance to
the "Inspector Guide to the Auger Cast -In -Place Piles", published by the Auger
Cast -In -Place Pile Committee of The Deep Foundation Institute.
Based on this inspection, it is our professional opinion, that the piles constructed
for the referenced project were installed as specified on the construction
drawings. The pile documentation and Location Plan are attached.
We are pleased to be of assistance to you on this phase of your project. If you
haWsmy qugstions, please feel free to call.
? i No.683�
E-mail to: jwnconstruction@bellsouth.net
Ronald G„ Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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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
Pile Installation Inspection
Clews Residence
Lot 1299, Nettles Island
Jensen Beach, Florida
KSM Project #: 160084
Date Installed: January 12, 2015
Pile Location
(See
Location
Plan
Pile
Diameter
Pile
Length
Pile
Reinforcement
Pump
Strokes
Truck No.
Time
Installed
Tuesday January 13, 2016
1
14"
32'
See Note 3
39
180
9:49
2
It42
180
-9:59
3
It46
180
10:10
4
It
9940
153
10:38
5
It
69
9939
153
10:49
6
It
It
cc40
153
10:59
7
99
69
9143
153/145
11:27
8
41
145
11:36
9
40
145
11:47
10
99
if40
145
11:58
11
99
It
It41
181
12:07
12
99
it
It42
181
12:18
13
99
U
it39
181
12:27
14
It
it
it38
181 /156
1:06
15
99
it
It43
156
1:20
16
It
It
9940
156
1:32
17
it
1940
156/182
1:46
18
It
it41
182
1:55
19
19
11
It38
182
2:05
20
19
At
9138
182
2:15
21
It
99
"
44
182/407
2:50
22
cc
It
"
40
407
2:59
23
99
cc
"
41
407
3:10
Notes: 1. 28 Days Grout Compressive Strength — 5,000 psi
2. 1 Pump Stroke = 1.07 cuft of grout
3. Pile Reiforcement — (6) #5 Vertical Bars with #4 Ties @ 12" o.c. and (1) #7
continuous
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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/- - LOCATION OF PILES
PROJECT: Clews Residence, Lot 1299, Nettles Island, Saint Lucie Count , Florida
SHEETI OF 1V Aff ENGIN R1 DRAWN BY, J.L.
PERMIT * KiaJJVL AND TESTIN DESIGNED BY
PROJECT #i 160084-p DATES 20160113
SCALEi NONE