HomeMy WebLinkAbout09/26/2022 - F211334-1114243 - POST TENSIONING MEASUREMENTClient:
Project:
1 of 1
TYPE NO.DESIGN -10%10%TOTAL GAUGE LIFT-OFF
ELONG. (IN) MIN (IN) MAX (IN)ELONG. (IN)(PSI)(PSI)
1/2 1 4 5/8 4 1/8 5 1/8 5 5 8
1/2 2 4 5/8 4 1/8 5 1/8 5 5 8
1/2 3 4 5/8 4 1/8 5 1/8 5 5 8
1/2 4 4 5/8 4 1/8 5 1/8 5 5 8
1/2 5 4 5/8 4 1/8 5 1/8 5 5 8
1/2 6 4 5/8 4 1/8 5 1/8 4 7/8 4 7/8 5.4
1/2 7 4 5/8 4 1/8 5 1/8 5 5 8
1/2 8 4 5/8 4 1/8 5 1/8 5 5 8
1/2 9 4 5/8 4 1/8 5 1/8 5 5 8
1/2 10 4 5/8 4 1/8 5 1/8 5 5 8
1/2 11 4 5/8 4 1/8 5 1/8 5 5 8
1/2 12 4 5/8 4 1/8 5 1/8 5 5 8
1/2 13 4 5/8 4 1/8 5 1/8 5 5 8
1/2 14 4 5/8 4 1/8 5 1/8 5 5 8
1/2 15 4 5/8 4 1/8 5 1/8 5 5 8
1/2 16 4 5/8 4 1/8 5 1/8 5 5 8
1/2 17 4 5/8 4 1/8 5 1/8 4 3/4 4 3/4 2.6
1/2 18 4 5/8 4 1/8 5 1/8 4 7/8 4 7/8 5.4
1/2 19 4 5/8 4 1/8 5 1/8 5 5 8
1/2 20 4 5/8 4 1/8 5 1/8 5 5 8
1/2 21 4 5/8 4 1/8 5 1/8 5 5 8
1/2 22 4 5/8 4 1/8 5 1/8 5 5 8
1/2 23 4 5/8 4 1/8 5 1/8 5 5 8
1/2 24 4 5/8 4 1/8 5 1/8 5 5 8
1/2 25 4 5/8 4 1/8 5 1/8 5 5 8
1/2 26 4 5/8 4 1/8 5 1/8 4 7/8 4 7/8 5.4
1/2 27 4 5/8 4 1/8 5 1/8 4 7/8 4 7/8 5.4
1/2 28 4 5/8 4 1/8 5 1/8 5 5 8
1/2 29 4 5/8 4 1/8 5 1/8 4 7/8 4 7/8 5.4
1/2 30 4 5/8 4 1/8 5 1/8 4 7/8 4 7/8 5.4
CABLES NOTED WITH A LIFT-OFF PRESSURE HAVE BEEN PULLED TWICE TO GAUGE PRESSURE.
FINAL ACCEPTANCE OF CABLE STRESSING SHOULD BE OBTAINED FROM THE DESIGN OR STRUCTURAL ENGINEER, PRIOR TO CUTTING CABLES.
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
Post-Tensioning
Measurement Report
Chicken N Pickle Service Date:09/23/2022
North Kansas City, MO 64116 Weather:Clear
104 Armour Road Report Date:9/26/2022
Chicken N Pickle Grapevine Project Number:F211334
Work Order Number: 1114243
Off Champagne Boulevard and Merlot Avenue Technician:Thompson, Bryan
Grapevine, Texas Page Number:
Stressing Company:Suncoast
Gauge Identification:351A
Calibrated PSI:5400
General Location:
Benchmark:2"
Calibration Date:9/8/2022
Ram Identification:351
PT Specification:10%
98123MPump Identification:
STRESSING LOCATION:
LIFT
OFF
DIFFERENCE CommentsDESIGNATION% (+/-)
PULL #1
ELONG.
PULL #2
ELONG.
S-61
S-61
S-61
S-60
CABLE
S-60
S-60
S-60
S-60
S-60
S-60
S-60
S-60
S-60
S-60
S-60
S-60
Respectfully Submitted,
Non-compliant measurements are represented by an asterisk(*) if applicable.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written approval. Test results and reports apply only to the
samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens.
Remarks:
approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens. Technician time is from portal to portal. MF-015(8/2/2016)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Paul Delaney
This report is in general compliance with one or more of the following technical standards: Post-Tensioning Manual Sixth Edition; Section 20.2.3
Our test results and reports are for the exclusive use of the Client (and designated recipients) and shall not be reproduced and/or distributed except with express approval of ALPHA. The use of our name and test results must receive our written
S-61
S-61
S-60
S-60
S-61
S-61
S-61
S-61
S-61
Outside Pickleball Court
Outside Pickleball Court
S-61
S-61
S-61
S-61
S-61
Page 1 of 1
1
Connie Cook
From:Don Dixson
Sent:Monday, September 26, 2022 11:05 AM
To:Connie Cook
Subject:FW: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
From: Paul Delaney <Pdelaney@alphatesting.com>
Sent: Monday, September 26, 2022 10:41 AM
To: Patrick Lenahan <plenahan@yainc.com>; astehl@maxusprop.com; cjhayden@keyconstruction.com;
brdierks@keyconstruction.com; kellen@chickennpickle.com.; cPotter@bsestructural.com;
jlovell@wadeconstructiongroup.com; richdeotte@deotte.com; mrose@xtiecapital.com; jmarsh@bsestructural.com;
dlvogt@keyconstruction.com; tlatta@keyconstruction.com; cjwilkes@keyconstruction.com; Don Dixson
<ddixson@grapevinetexas.gov>; Phillip Sedivy <psedivy@grapevinetexas.gov>
Subject: RE: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
*** EXTERNAL EMAIL COMMUNICATION - PLEASE USE CAUTION BEFORE CLICKING LINKS
AND/OR OPENING ATTACHMENTS ***
Patrick,
I would not expect the concrete to come up to the required strength at this point, as this is the 56-Day test and has not
reached required strength. In addition, we have no more test cylinders of that placement. Prior to cutting anything out,
it may me advantageous to cut some cores from the drive area and test the compressive strength of the concrete in
place.
Please let me know if this is what you would line to di and we can schedule that.
Thanks,
Paul
Paul Delaney,
Project Manager
Alpha Testing, LLC
A Universal Engineering Sciences Company
5058 Brush Creek Road
Fort Worth, TX 76119
Office: 817-507-0560
Cell: 781-223-1532
Fax.: 817-496-5608
2
Dispatch: 817-507-0546
pdelaney@alphatesting.com
www.alphatesting.com
www.universalengineering.com
TBPELS #813 / TBPG #50341
Celina | Dallas | Fort Worth | Houston | San Antonio
Geotechnical | Construction Materials | Environmental
From: Patrick Lenahan <plenahan@yainc.com>
Sent: Monday, September 26, 2022 10:21 AM
To: Paul Delaney <Pdelaney@alphatesting.com>; astehl@maxusprop.com; cjhayden@keyconstruction.com;
brdierks@keyconstruction.com; kellen@chickennpickle.com.; cPotter@bsestructural.com;
jlovell@wadeconstructiongroup.com; richdeotte@deotte.com; mrose@xtiecapital.com; jmarsh@bsestructural.com;
dlvogt@keyconstruction.com; tlatta@keyconstruction.com; cjwilkes@keyconstruction.com;
ddixson@grapevinetexas.gov; psedivy@grapevinetexas.gov
Subject: RE: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
Do we expect this concrete to eventually come up to specified strength, or will this need to be cut out and
replaced? South entry drive from Merlot Ave.
Patrick K. Lenahan, LEED AP
Vice President | Architect
913-742-8019 Direct | 816-509-0594 Mobile | plenahan@yainc.com
www.yaegerarchitecture.com
From: Paul Delaney/Alpha Testing, LLC <pDelaney@alphatesting.com>
Sent: Thursday, September 22, 2022 4:16 PM
To: astehl@maxusprop.com; Patrick Lenahan <plenahan@yainc.com>; cjhayden@keyconstruction.com;
brdierks@keyconstruction.com; kellen@chickennpickle.com.; cPotter@bsestructural.com;
jlovell@wadeconstructiongroup.com; richdeotte@deotte.com; mrose@xtiecapital.com; jmarsh@bsestructural.com;
dlvogt@keyconstruction.com; tlatta@keyconstruction.com; cjwilkes@keyconstruction.com;
ddixson@grapevinetexas.gov; psedivy@grapevinetexas.gov
Subject: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
I have recently reviewed and released report number 1084703 on the above mentioned project.
Special comments about this particular report:
Note: 56-Day Compressive Strength Test Results did NOT meet 28-Day Strength Specifications.
The report is attached to this email, or may be viewed by going to our web site:
http://login.alphatesting.com/Login.asp?Project=F211334
If you need assistance setting up a web login account, or have any other questions about this report, please feel free to
give me a call.
Respectfully,
Paul Delaney
Project Manager
3
Alpha Testing, LLC
Main: 972-620-8911 x
1
Connie Cook
From:Don Dixson
Sent:Tuesday, September 27, 2022 8:25 AM
To:Connie Cook
Subject:FW: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
From: Patrick Lenahan <plenahan@yainc.com>
Sent: Monday, September 26, 2022 1:57 PM
To: Paul Delaney <Pdelaney@alphatesting.com>; astehl@maxusprop.com; cjhayden@keyconstruction.com;
brdierks@keyconstruction.com; kellen@chickennpickle.com.; cPotter@bsestructural.com;
jlovell@wadeconstructiongroup.com; richdeotte@deotte.com; mrose@xtiecapital.com; jmarsh@bsestructural.com;
dlvogt@keyconstruction.com; tlatta@keyconstruction.com; cjwilkes@keyconstruction.com; Don Dixson
<ddixson@grapevinetexas.gov>; Phillip Sedivy <psedivy@grapevinetexas.gov>
Subject: RE: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
*** EXTERNAL EMAIL COMMUNICATION - PLEASE USE CAUTION BEFORE CLICKING LINKS
AND/OR OPENING ATTACHMENTS ***
Paul,
I ran it by Key and Brett said he is already working with the (concrete contractor, I guess) to get some cores taken to
send over to you.
Patrick K. Lenahan, LEED AP
Vice President | Architect
913-742-8019 Direct | 816-509-0594 Mobile | plenahan@yainc.com
www.yaegerarchitecture.com
From: Paul Delaney <Pdelaney@alphatesting.com>
Sent: Monday, September 26, 2022 10:41 AM
To: Patrick Lenahan <plenahan@yainc.com>; astehl@maxusprop.com; cjhayden@keyconstruction.com;
brdierks@keyconstruction.com; kellen@chickennpickle.com.; cPotter@bsestructural.com;
jlovell@wadeconstructiongroup.com; richdeotte@deotte.com; mrose@xtiecapital.com; jmarsh@bsestructural.com;
dlvogt@keyconstruction.com; tlatta@keyconstruction.com; cjwilkes@keyconstruction.com;
ddixson@grapevinetexas.gov; psedivy@grapevinetexas.gov
Subject: RE: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
Patrick,
I would not expect the concrete to come up to the required strength at this point, as this is the 56-Day test and has not
reached required strength. In addition, we have no more test cylinders of that placement. Prior to cutting anything out,
it may me advantageous to cut some cores from the drive area and test the compressive strength of the concrete in
place.
2
Please let me know if this is what you would line to di and we can schedule that.
Thanks,
Paul
Paul Delaney,
Project Manager
Alpha Testing, LLC
A Universal Engineering Sciences Company
5058 Brush Creek Road
Fort Worth, TX 76119
Office: 817-507-0560
Cell: 781-223-1532
Fax.: 817-496-5608
Dispatch: 817-507-0546
pdelaney@alphatesting.com
www.alphatesting.com
www.universalengineering.com
TBPELS #813 / TBPG #50341
Celina | Dallas | Fort Worth | Houston | San Antonio
Geotechnical | Construction Materials | Environmental
From: Patrick Lenahan <plenahan@yainc.com>
Sent: Monday, September 26, 2022 10:21 AM
To: Paul Delaney <Pdelaney@alphatesting.com>; astehl@maxusprop.com; cjhayden@keyconstruction.com;
brdierks@keyconstruction.com; kellen@chickennpickle.com.; cPotter@bsestructural.com;
jlovell@wadeconstructiongroup.com; richdeotte@deotte.com; mrose@xtiecapital.com; jmarsh@bsestructural.com;
dlvogt@keyconstruction.com; tlatta@keyconstruction.com; cjwilkes@keyconstruction.com;
ddixson@grapevinetexas.gov; psedivy@grapevinetexas.gov
Subject: RE: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
Do we expect this concrete to eventually come up to specified strength, or will this need to be cut out and
replaced? South entry drive from Merlot Ave.
Patrick K. Lenahan, LEED AP
Vice President | Architect
913-742-8019 Direct | 816-509-0594 Mobile | plenahan@yainc.com
www.yaegerarchitecture.com
From: Paul Delaney/Alpha Testing, LLC <pDelaney@alphatesting.com>
Sent: Thursday, September 22, 2022 4:16 PM
To: astehl@maxusprop.com; Patrick Lenahan <plenahan@yainc.com>; cjhayden@keyconstruction.com;
3
brdierks@keyconstruction.com; kellen@chickennpickle.com.; cPotter@bsestructural.com;
jlovell@wadeconstructiongroup.com; richdeotte@deotte.com; mrose@xtiecapital.com; jmarsh@bsestructural.com;
dlvogt@keyconstruction.com; tlatta@keyconstruction.com; cjwilkes@keyconstruction.com;
ddixson@grapevinetexas.gov; psedivy@grapevinetexas.gov
Subject: Chicken N Pickle Grapevine (Alpha Project No. F211334-RPT: 1084703)
I have recently reviewed and released report number 1084703 on the above mentioned project.
Special comments about this particular report:
Note: 56-Day Compressive Strength Test Results did NOT meet 28-Day Strength Specifications.
The report is attached to this email, or may be viewed by going to our web site:
http://login.alphatesting.com/Login.asp?Project=F211334
If you need assistance setting up a web login account, or have any other questions about this report, please feel free to
give me a call.
Respectfully,
Paul Delaney
Project Manager
Alpha Testing, LLC
Main: 972-620-8911 x