HomeMy WebLinkAbout1404-0377-KSM PILE INSTALLATION INSPECTION&0--- H661-6)3
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KELL R, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1 377 SEBASTIAN (772) 589-0712
PALM B CH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-90933 C.A.: 5693 FAX (772) 589-6469
j June 30, 2014
James Newman
JWN Construction
1701 S.E. Carvalho Street
Port St. Lucie, Florida 34983
Re: Pile Installation Inspection
1234 Nettle Boulevard
Jensen Beach, Florida
Permit #: 1404-0377
KSM Project #: 141149-pile
Dear Mr. Newman:
SCANNED
By
St, Lucie Cl lift,
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.
to be of assistance to you on this phase of your project. If you
,ns, please feel free to call.
00 =•.
No. 6836te,
OF
A1.
E-mail to: jwnconstruction@comcast.net
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELL R, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM B CH (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.: 5603 FAX (772) 589-6469
Pile Installation Inspection
1234 Nettle Boulevard
Jensen Beach, Florida
KSM Project #: 141149 Date Installed: June 27, 2014
Pile Location
(See Location
Plan)
Pile
Diameter
Pile
Depth
Pump
Strokes
Truck No.
Time
Installed
1
14"
33'
44
22607
9:40
2
"
"
48
119:52
3
50
of10:12
4
IT
49
25318
10:30
5
of54
1110:45
6
if42
If10:58
7
50
25318 & 26433
11:15
8
46
26433
11:32
9
47
11:45
10
45
12:02
11
52
22607
12:20
12
47
12:35
13
50
12:48
14
52
22607 & 23483
1:07
15
48
23483
1:19
16
49
If1:37
17
52
if1:50
18
46
25361
2:07
19
47
112:20
20
47
It2:39
21
45
25361 & 22607
2:57
22
44
22607
3:12
23
43
It3:25
1. Pile Reinforcing — 6 - #5 Vertical cont. with #4 Ties @ 12" o.c.
2. Pile Compressive Strength = 5,000 p.s.i.
3. 1 Pump Stroke = 1.07 cu. ft. grout
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
_I Z K P ESI Pf ffC E
T
LEGEND,
- LOCATION OF 14" DIA. AUGER CAST -IN PLACE PILE.
LOCATION PLAN