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KELLER, SCHLEICHER & MacW.ILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1 377, SEBASTIAN, FL 32978-1377 . SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 WWW.k'smengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSM ENGINEERING. NET ST..LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
0
February 19, 2014
James Newman
I
JWN Construction
1701 S.E. Carvalho Street
Port St. Lucie, Florida 34983
Re: Pile Installation Inspection
49 Nettle Boulevard
Jensen Beach, Florida
KSM. Project #: 140296
Dear Mr. Newman:
As requested, we were present during the installation. of the twenty one (21)
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.
to be of assistance to you on this phase of your project. If you
ft please feel free to call.
JEK:km---
E-mail to: jwnconstruction@comcast.net
Ronald G. Keller, P.E.: 372931 SI Lic. No.: 860 / . Julie E. Keller, P.E.: 68366
i%17iVA
KELLER, SCHLEICHER & MacW.ILLIAM 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 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEER] NG.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
Pile Installation Inspection
49 Nettle Boulevard
Jensen Beach, Florida
KSM Project #;. 140296 Date Installed: February 18, 2014
Pile Location
(See Location
Plan
Pile
Diameter
Pile
Depth
Pump
Strokes
Truck No:
Time
Installed
1
14"
25'
29
22378
9:02
2
30
22378
9:20
3
31-- --
22378
9:28
4
31
22378
9:40
5
33
22378 & 25316
10:08
6
32
25316
10:20
7
30
25316
10:29
8
29
25316
10:38
9
31
25316
10:50
10
32
25316 & 26433.
11:12
11
32
26433.
1130
12
28
26433
11:42
13
34
26433
11:52
14
30
26433
12:00
15
32
26433 & 25403
12:11
16
"
32
25403
12:26
17
32
25403
12:40
18
32
25403
12:52
19
33
25403
1:07
20
34
26433
1:57
21
32
26433
2:08
Notes: 1. Grout Strength: 5,000 p.s.i. (28 day compressive strength)
2. Pile Reinforcing: 4 - #5 and. 1 - #7 cont. with #4 Ties @ 12" o.c.
3. (1) Pump Stroke = 1.07 cu. ft. grout
Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366
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
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366