HomeMy WebLinkAboutLetter KSMA%1JAVA
KELLER, 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
September 26, 2014
James Newman
JWN Construction
1701 S.C. Carvalho Street
Port St. Lucie, Florida 34983
Re: Pile Installation Inspection
560 Nettles Boulevard
Jensen Beach, Florida
KSM Project #: 141717
Dear Mr. Newman:
As requested, we were present during the installation of the twenty two (22)
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
hayeodh f ue%ions, please feel free to call.
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E-mail to: jwnconstruction@comcast.net
on this phase of your project. If you
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 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
Pile Installation Inspection
560 Nettles Boulevard
Jensen Beach, Florida
KSM Project #: 141717 Date Installed: September 25, 2014
Pile Location
(See Location
Plan)
Pile
Diameter
Pile
Depth
Pump
Strokes
Truck No.
Time
Installed
1
14"
33'
39
25756
9:45
2
1139
If10:01
3
It43
to10:15
4
If—
It
Re-Drilled
4
42
25756 & 22378
10:35
5
42
22378
10:50
6
41
9911:05
7
36
9111:13
8
43
26088
11:28
9
40
11:48
10
47
12:05
11
if
If50
12:25
12
if
1147
26399
12:35
13
if47
it12:46
14
43
it12:58
15
47
it1:11
16
if
If45
26433
1:29
17
If
if
45
It1:46
18
if
if41
It.1:58
19
If
if43
if2:50
20
if
1141
22378
3:04
21
if
If42
It
3:18
22
if
11
41
It3:30
Notes: 1. Grout 28 Days Compressive Strength = 5,000 psi
2. 1 Pump Stoke = 1.07 cu. Ft. of Grout
3. Pile Reinforcing: 545 Vertical w/#4 Ties @ 12" o.c. for 20 feet and
147 Vertical Cont.
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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PILE FOUNDATION PLAN
LEGEND
- LOCATION OF 14" DIA. AUGER CAST -IN PLACE PILE.
LOCATION PLAN
+ 14 oS-D
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KELLER, 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
REPORT OF
COMPRESSIVE STRENGTH OF GROUT CONCRETE SPECIMENS
(ASTM C-31, ASTM C-39)
Date Molded: September 25, 2014 Job #: 141717-1 gr/Ics
Contractor: JWN Construction
Site: 560 Nettles Boulevard
Jensen Beach, Florida
Placement: Pilings
Mix:
5000 Grout
3x6 Cylinders
Age Compressive
Compressive
Type Of
Date
Set
Test Force
Strength P.S.I.
Break
Broken
Number
7 32,600
4,620
C
10/02/14
S-1
28 36,110
5,110
C
10/23/14
Temp:
80°
Concrete
Slump: N/A"
860
Atmosphere
Supplier: Cemex
Air:
N/A
Ticket No.: 33367844
Truck No.:
10022378
Time Sampled: 10:20
Time Batched:
9:04
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Sampled
by:
Brett
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366