HomeMy WebLinkAboutAlpha Testing - 3/19/20181
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Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051
Service Date:
Report Date:
Weather:
03/19/2018
3/22/2018
Clear
Concrete Placed Same Day (Yes or
No)
Work Order Number:
Project Number:
Technician:
9:50 AM
12:00 PM 1:00 PM11:45 AM
372600
12:05 PM11:50 AM 11:55 AM
Yes Yes Yes
F171917
Abima, Cornelius
1of2
Yes Yes
11:47 AM
Yes Yes Yes Yes
10:28 AM 10:45 AM 10:30 AM
Yes Yes Yes Yes Yes Yes
9:30 AM8:30 AM 8:40 AM 8:55 AM 9:05 AM 10:40 AM10:05 AM 10:15 AM 10:30 AM
12
29.50 28.00
33
12 12 12
3 3
12 12
3333
11:40 AM
9:20 AM
Stirrup Size (#)3 3 3
Stirrup Spacing (in.)12 12 12
Time Concrete Was Placed 1:05 PM 10:43 AM 10:40 AM 10:25 AM
8:20 AMTime Drilling Was Completed 7:45 AM 7:55 AM 8:05 AM
12 12
6 6 666
12
3 3 3
12 12 12
Length of Vertical Bars (ft.)26.50 25.00 26.00
6 6 6
3
26.00 27.00 27.00 29.00 29.0026.20 30.00 29.00 29.50 29.00
6 6
6 6
18
107.00
96.80
18
107.00
96.80
6 66 6 6 66
15.00
N/A
15.00
15.00
15.00
15.20
10.2010.20
15.80
Dry
N/A
N/AN/A N/A N/A N/A
Dry
17.00 17.8018.00
Dry
16.10
Dry
16.10
Dry
19.80 20.0017.80
6
N/A
N/A
N/A
Vertical Bar Size (#)6 6
N/A
N/A
N/A
Number of Vertical Bars (each)6
Required Penetration (ft.)
PA10
18
12.70
15.00
PA5PA16
18
107.00
96.80
15.00
26.30
15.00
15.20
15.00
15.30
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-008(8/2/2016)
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
Remarks:
Respectfully Submitted,
Tim Begole Sr.
Casing Diameter (in.)
Cased Depth (ft.)
PA6
N/A
Depth From Top Of Concrete To
Bottom Of Pier (ft.)
PA13
15.30
10.2010.20Measured Depth From Ground
Level To Top Of Concrete (ft.)
Actual Penetration (ft.)
10.20
N/A
6 6
6 666
6
Page Number:
West Entry Ticket Booths
18
107.00 107.00
18 181818
PA2PA14
107.00
General Contractor:
Pier Identification
Pier Diameter (in.)
Top of Ground Elevation (ft.)
Top of Pier Elevation (ft.)
Depth of Bearing Stratum From
Ground (ft.)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Project:
Drilling Contractor:
Client:
Condition of Bottom (Wet or Dry)
Wylie T DrillingLee Lewis Construction
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
Drilled Straight Shaft Pier
Observation Report
Grapevine, Texas
Mustang Panther Stadium Pkg A & Pkg B
Measured Depth From Ground
Level To Top Of Concrete (ft.)
18 18 18 18
107.00
26.30
96.80 96.8096.80
11.10
96.80 96.8096.80
PA9PA11PA15PA12PA3PA7PA4PA1
Total Depth of Drilled Pier From
Ground (ft.)
107.00 107.00
18 18
107.00107.00 107.00 107.00 107.00 107.00
96.80 96.80 96.80 96.80
28.5028.70
96.80
13.40 13.40
96.80
14.30 13.5014.40 13.00
27.20 28.00 30.00 30.20 29.80 29.70 28.60 29.10
12.00 13.00 15.00 15.10
26.00 28.20
11.0013.0011.00
28.00
15.00 15.00 15.00
15.70
15.00 15.00 15.00 15.00 15.00
10.20
15.20 15.00 15.00 15.10 15.50 15.30 15.10 15.30 15.50
10.20 10.2010.20
Dry Dry
19.60 19.50
10.20 10.20 10.20 10.20 10.20 10.20
Dry Dry
18.50
Dry Dry
18.40
N/A N/AN/A N/A N/A N/A
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
N/A N/A N/AN/A N/A N/A N/A N/A N/A
Dry Dry
18.90 18.30
Dry Dry
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Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
Drilled Straight Shaft Pier
Observation Report
Client:Grapevine - Colleyville ISD Service Date:03/19/2018
Grapevine, TX 76051 Weather:Clear
30510 Ira E Woods Ave Report Date:3/22/2018
2
Technician:Abima, Cornelius
Work Order Number:372600
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
General Contractor:Lee Lewis Construction Drilling Contractor:
of 2
Measured Depth From Ground
Level To Top Of Concrete (ft.)West Entry Ticket Booths
Wylie T Drilling
Grapevine, Texas Page Number:
Pier Identification PA8
Pier Diameter (in.)18
Top of Ground Elevation (ft.)107.00
Top of Pier Elevation (ft.)96.80
Depth of Bearing Stratum From
Ground (ft.)13.00
Required Penetration (ft.)15.00
Actual Penetration (ft.)15.00
Total Depth of Drilled Pier From
Ground (ft.)28.00
Depth From Top Of Concrete To
Bottom Of Pier (ft.)17.80
Condition of Bottom (Wet or Dry)Dry
Measured Depth From Ground
Level To Top Of Concrete (ft.)10.20
Vertical Bar Size (#)6
Casing Diameter (in.)N/A
Cased Depth (ft.)N/A
Length of Vertical Bars (ft.)28.00
Number of Vertical Bars (each)6
Stirrup Spacing (in.)12
Stirrup Size (#)3
Time Drilling Was Completed 10:50 AM
Time Concrete Was Placed 12:10 PM
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
Concrete Placed Same Day (Yes or
No)Yes
Remarks:
Respectfully Submitted,
Tim Begole Sr.
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
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-008(8/2/2016)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering