HomeMy WebLinkAboutEngineers Report with piling logQUEST
Atlas Construction Company
1375 Marseille Drive
Miami Beach, FL 33141
Attention
Dear Mr. Aquit:
Mr. Ray Aquit
Consulting - Engineering - Testing
August 201 2020
RE: Augercast Piling Inspection
Cox Residence
123 Queen Frederika Court
Fort Pierce, Florida (34949)
QUEST Report No.: J-20264.004
Pursuant to your request, Quest Engineering Services &Testing, Inc. (QUEST) has performed
auger cast pile monitoring and inspection from July 20"', 21" and 22nd at above referenced
project. The purpose of our inspection was to monitor pile installation operations.
A total of forty-eight (48) piles were installed for the proposed project as they were staked by
the surveyor. All piles consisted of fourteen inch (14") diameter auger cast -in -place piles and
were drilled to a depth of forty feet (30') for the planned project.
As a mutual protection to our clients, the public and ourselves, all reports are submitted as the
confidential property of our clients, and authorization for publication of statements, conclusions
or extracts from or regarding our reports is reserved pending our written approval.
We appreciate the opportunity to provide geotechnical services during this phase of the project.
If you have any questions regarding the contents of this report please call.
Sincerely,
Quest Engineering Services 8Testing, lnc.
R Javldan, P.E.
Project Engineer
Florida Registration No. 60223
Attachment: Pile Location Plan
Pile Logs
Quest Engineering Services &Testing, Inc. 2737 NW 19 Street, Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836
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QUEST
Consulting
Engineering
CONCRETE COMPRESSION TEST REPORT
Client: Atlas Construction Company
1375 Marseille Drive
Miam Beach, FL 33141
Attention: Mr. Ray Aquit
Project: Cox Residence Addition
123 Queen Frederika Court
Fort Pierce, Florida (34949
Report Date:
QUEST Report No.:
Placement Location: Pile No.: 239, 242, 241, 240, 226 & 225
Testing
7/22/2020
J-20264.003
Field Techncian J. Giraldo Supplier Titan
Placement Date 7/22/20 Concrete Type AC Grout
Weather Sunny Design Strength (psi) 5000
Air Temperature (F) 86 Mix Designation GAL90A30
Concrete Temperature (F) [C-1064] 88 Truck No. 1574
Slump (Inches) [C-143] Ticket No. 290975
Air Content (%) [C-173] Batch Time 9:30 AM
Unit Weight (PC F) [C-138] Discharge Time 10:10 AM
Water Added on Site (Gal.) Sample Time 10:20 AM
Water Authorized By
Cylinder
No,
Date Concrete ' Cylinder
Tested Age Diameter
(Days) Inches
'; Cross Section . Failure
Area Load
(Sq. Inches Ibs(psi)
',Compressive'. Type Remarks
Strength of
Break
A
07/29/20
E 7
3.01
7.12
29120
4093
3
B
08/19/20
28
I 3.01
7.12
45620
6411
3
B
08/19/20
28
3.01
7.12
44890
6309
3
C
08/19/20
E
1 H
Remarks All tests done in accordance with applicable ASTM Standards
Min/Max Temperatures for Field Curing were not recorded
Notes: We collected one set of cylinders the following day.
Lab. Tech.
Ref # Type of Break
Sincerely,
Quest�ngineering Services &Testing, Inc.
R Za Zan E.
Quest Engineering Services &Testing, Inc. Jupiter Ph (561) 747 8886 Pompano Beach Ph (954) 582 9800 Fax (954) 582 9836
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QUEST
Consulting
Engineering
CONCRETE COMPRESSION TEST REPORT
Client: Atlas Construction Company
1375 Marseille Drive
Miam Beach, FL 33141
Attention: Mr. Ray Aquit
Project: Cox Residence Addition
123 Queen Frederika Court
Fort Pierce, Florida (34949
Testing
Report Date: 7/21/2020
QUEST Report No.: J-20264.002
Placement Location: Pile No.: 230, 235, 220, 206, 207 & 208
Field Techncian J. Giraldo Supplier Titan
Placement Date 7/21/20 Concrete Type AC Grout
Weather Cloudy Design Strength (psi) 5000
Air Temperature (F) 85 Mix Designation GAL90A30
Concrete Temperature (F) [C-1064] 89 Truck No. 1618
Slump (Inches) [C-143] Ticket No. 280810
Air Content (%) [C-173] Batch Time 9:35 AM
Unit Weight (PCF) [C-138] Discharge Time 10:20 AM
Water Added on Site (Gal.) Sample Time 10:28 AM
Water Authorized By
Cylinder Date Concrete
No. Tested ' Age
Da s
? Cylinder
;Diameter
Inches
� Cross Section Failure '.Compressive, Type Remarks
' Area Load ! Strength of
� S .Inches Ibs si Break
A 07/28/20
' 7
3.01
i 7.12
33760
� 4745
3
B 08/18/20
28
3.01
� 7.12
51170
7191
3
B ' 08/18/20
28 I
3.01
7.12
52430
7369
3
C ii 08/18/20
H '
l
1
Remarks All tests done in accordance with applicable ASTM Standards
Min/Max Temperatures for Field Curing were not recorded
Air Content not recorded
Notes: We collected one set of cylinders the following day.
Lab. Tech.
Ref.# Type of Break
1 Cone, 2 Ends
2 Cone -Rupture
3 Columnar
4 Shear
5 Side Fractures
6 Cone, 1 End
Sincerely,
Quest�ngineering Services..& Testing, Inc.
���„-,� �
Re,��a�irJ>=in, P.E. �// �'/ i `�
Quest Engineering Services &Testing, Inc. Jupiter Pig (561) 747 8886 Pompano Beach Ph (954) 582 9800 Fax (954) 582 9836
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QUEST
Consulting
Engineering
CONCRETE COMPRESSION TEST REPORT
Client: Atlas Construction Company
1375 Marseille Drive
Miam Beach, FL 33141
Attention: Mr. Ray Aquit
Project: Cox Residence Addition
123 Queen Frederika Court
Fort Pierce, Florida (34949
Placement Location:
Pile No.: 217, 219, 232 & 233
Field Techncian J. Giraldo
Placement Date 7/20/20
Weather Sunny /Rain
Air Temperature (F) 86
Concrete Temperature (F) (C-1064] 90
Slump (Inches) [C-143]
Air Content (%) [C-173]
Unit Weight (PCF) [C-138]
Water Added on Site (Gal.)
Water Authorized By
Report Date:
QUEST Report No.
Testing
7/20/2020
J-20264.001
Supplier Titan
Concrete Type AC Grout
Design Strength (psi) 5000
Mix Designation GAL90A30
Truck No. 1618
Ticket No. 280745
Batch Time 9:38 AM
Discharge Time 10:50 AM
Sample Time 10:55 AM
Cylinder Date Concrete Cylinder 'Cross Section ' Failure ',Compressive Type Remarks
No. Tested Age Diameter ', Area Load Strength '; of
Da s Inches S .Inches Ibs si Break
A 07/27/20 � 7 3.01 � 7.12 33280 } 4677 5
B 08/17/20 � 28 3.01 7.12 53110 I 7464 5
B 08/17/20 28 � 3.01 7.12 ' 54320 7634 5
C 08/17/20 H ;
a
! J
Remarks All tests done in accordance with applicable ASTM Standards
Min/Max Temperatures for Field Curing were not recorded
Air Content not recorded
Notes: We collected one set of cylinders the following day.
Lab. Tech.
Ref.# Type of Break
1 Cone, 2 Ends
2 Cone -Rupture
3 Columnar
4 Shear
5 Side Fractures
6 Cone, 1 End
Sincerely,
Quest ngineering Serve es &Testing, Inc.
' ,...�-
�' ``��j 17/ �
Rez � an, P.E.
Quest Engineering Services &Testing, Inc. Jupiter Ph (561) 747 8886 Pompano Beach Ph (954) 582
Fax (954) 582 9836
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