HomeMy WebLinkAboutAlpha Testing - 3/15/2018 (3)1
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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
20.10 23.10
Dry Dry Dry Dry
19.20
Dry Dry
21.60
N/A N/AN/A N/A N/A N/A
Dry Dry
18.70 19.40
9.60
9.90 9.90 9.90 9.90 9.90 9.90 9.90 9.909.90 9.90 9.90
8.00 8.10 8.10 8.20 8.00 9.10 10.00 8.10 8.60
8.00 8.00 8.00 8.008.00 8.00 8.00 8.00 8.00
23.40
31.00 28.40 28.40 28.60 28.60 29.30 31.50 30.00 33.0029.10
97.10
21.00
97.10 97.10 97.10 97.10
21.4021.5020.20
28.50
23.00 20.30 20.30 20.40 20.60
31.10 32.00 30.00
97.10 97.10
107.00
97.1097.10 97.1097.10
107.00107.00 107.00107.00 107.00 107.00
2343 2342 2341
107.00 107.00
18 18
23402344235323592354
18 18 18 18
Client:
Condition of Bottom (Wet or Dry)
General Contractor:
Pier Identification
Pier Diameter (in.)
Top of Ground Elevation (ft.)
Top of Pier Elevation (ft.)
Depth of Bearing Stratum From
Ground (ft.)
Total Depth of Drilled Pier From
Ground (ft.)
Building/Structure Identification
Measured Depth From Ground
Level To Top Of Concrete (ft.)
Actual Penetration (ft.)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Project:
Drilling Contractor: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
Mustang Panther Stadium Renovation (Bleachers)
18
107.00 107.00
18 1818
Tim Begole Sr.
Casing Diameter (in.)
Cased Depth (ft.)
2357
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
N/A
Depth From Top Of Concrete To
Bottom Of Pier (ft.)
2351
18
Required Penetration (ft.)
2352
18
20.20
8.00
8.30
9.90
8.00
31.40
8.00
9.00
2350
Remarks:
N/A N/A
6 6
6
N/A
Vertical Bar Size (#)6 6
Number of Vertical Bars (each)6
N/A
N/A
21.50
Dry
N/A
N/A
N/A N/A N/A N/A
N/A
18.60
Dry
21.10 18.50 18.50 18.70
107.00
97.10
22.40
2355
18
107.00
97.10
21.0023.30
2338
N/A
22.10
Dry
N/A
8.00
8.10
8.00
8.70
9.909.90
21.20
Dry
2356
18
107.00
97.10
18
107.00
97.10
23.00
8.00
9.00
9.90
20.10
Dry
666
6 6
6 6
6 6
6 6 6 6
6 6
6 6 6
31.00 34.00 32.00Length of Vertical Bars (ft.)31.50 31.00 31.50
6
4
31.00 30.00 32.00 33.00
6 6 666
9
4 4
34.00 37.00
9
4 4 4
9Stirrup Spacing (in.)9 9 9 9
Stirrup Size (#)4 4 4
9 9 9
11:25 AM 11:20 AM 12:15 PM 12:20 PM
9
34.00 37.00
44
9 9 9 9
4444
34.00
Time Drilling Was Completed 7:40 AM 8:05 AM 8:25 AM 2:50 PM
Time Concrete Was Placed 11:00 AM 11:10 AM 11:15 AM 11:20 AM
8:45 AM 1:45 PM 2:10 PM 2:25 PM11:10 AM 12:07 PM9:10 AM 9:35 AM 9:55 AM 11:30 AM
3:45 PM
Yes Yes Yes Yes
4:40 PM3:25 PM 3:30 PM
Yes Yes YesYesYes
371521
F171917
Grapevine, Texas
Respectfully Submitted,
Yes Yes Yes Yes Yes YesConcrete Placed Same Day (Yes or
No)
1:30 PM
3:20 PM 3:35 PM12:25 PM
Mustang Panther Stadium Pkg A & Pkg B
Abima, Cornelius
Page Number:1of2
Work Order Number:
Project Number:
Technician:
Service Date:
Report Date:
Weather:
03/15/2018
3/22/2018
Clear
Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051
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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
Tim Begole Sr.
Respectfully Submitted,
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
Remarks:
Concrete Placed Same Day (Yes or
No)Yes
Time Concrete Was Placed 4:45 PM
Time Drilling Was Completed 3:15 PM
Stirrup Spacing (in.)9
Stirrup Size (#)4
Length of Vertical Bars (ft.)34.00
Number of Vertical Bars (each)6
Vertical Bar Size (#)6
Cased Depth (ft.)N/A
Casing Diameter (in.)N/A
Condition of Bottom (Wet or Dry)Dry
Depth From Top Of Concrete To
Bottom Of Pier (ft.)20.10
Measured Depth From Ground
Level To Top Of Concrete (ft.)9.90
Actual Penetration (ft.)8.00
Required Penetration (ft.)8.00
Total Depth of Drilled Pier From
Ground (ft.)30.00
Depth of Bearing Stratum From
Ground (ft.)22.00
Top of Pier Elevation (ft.)97.10
Top of Ground Elevation (ft.)107.00
Pier Diameter (in.)18
Pier Identification 2360
of 2Page Number:
Building/Structure Identification Mustang Panther Stadium Renovation (Bleachers)
General Contractor:Lee Lewis Construction Drilling Contractor:Wylie T Drilling
Grapevine, Texas
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
2
Technician:Abima, Cornelius
Work Order Number:371521
Client:Grapevine - Colleyville ISD Service Date:03/15/2018
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
Drilled Straight Shaft Pier
Observation Report
30510 Ira E Woods Ave Report Date:3/22/2018
Grapevine, TX 76051 Weather:Clear