HomeMy WebLinkAboutAlpha Testing - 8/17/2018 (2)1
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Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051
Service Date:
Report Date:
Weather:
08/17/2018
8/21/2018
Partly Cloudy
Concrete Placed Same Day (Yes or
No)
Work Order Number:
Project Number:
Technician:
2:20 PM
4:00 PM 4:50 PM3:40 PM
439682
4:55 PM4:40 PM 4:45 PM
Yes Yes Yes
F171917
Billingsley, Ernest (Alan)
1of2
Yes Yes
3:50 PM
Yes Yes Yes Yes
1:40 PM 1:30 PM 2:30 PM
Yes Yes Yes Yes Yes Yes
2:00 PM8:30 AM 8:53 AM 9:09 AM 1:20 PM 3:45 PM2:40 PM 2:50 PM 3:15 PM
5
19.50 19.00
77
5 5 5
7 7
5 5
7707
2:50 PM
1:40 PM
Stirrup Size (#)7 7 7
Stirrup Spacing (in.)5 5 5
Time Concrete Was Placed 2:20 PM 2:10 PM 1:58 PM 1:50 PM
8:10 AMTime Drilling Was Completed 7:20 AM 7:40 AM 7:50 AM
5 5
5 5 555
5
7 7 7
5 5 5
Length of Vertical Bars (ft.)18.00 18.00 18.00
5 5 5
7
18.30 18.00 17.50 18.00 18.0021.00 18.00 18.00 18.00 18.00
7 7
5 5
18
597.13
595.13
18
596.02
594.42
7 77 7 7 77
N/A
N/A
N/A
N/A
N/A
N/A
1.902.00
15.00
Wet
N/A
N/AN/A N/A N/A N/A
Dry
15.20 15.2018.60
Dry
16.70
Dry
16.50
Wet
17.40 15.5016.10
5
N/A
N/A
N/A
Vertical Bar Size (#)7 7
N/A
N/A
N/A
Number of Vertical Bars (each)5
Required Penetration (ft.)
189
18
N/A
N/A
190182
18
596.88
594.98
N/A
18.20
N/A
N/A
N/A
N/A
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.)
184
N/A
Depth From Top Of Concrete To
Bottom Of Pier (ft.)
191
N/A
1.601.60Measured Depth From Ground
Level To Top Of Concrete (ft.)
Actual Penetration (ft.)
2.80
N/A
5 5
7 777
5
Page Number:
Masonry Fence Post Basees
18
597.32 601.49
18 181818
181183
603.24
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)
New Star DrillingLee Lewis
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
Building/Structure Identification
18 18 18 18
604.33
18.30
595.92 600.29601.54
N/A
599.29 599.19602.73
199192193194195196197198
Total Depth of Drilled Pier From
Ground (ft.)
599.00 597.98
18 18
598.28602.89 604.49 602.61 602.10 600.80
597.31 597.21 595.50 595.40
20.0020.00
595.18
N/A N/A
595.28
N/A N/AN/A N/A
16.60 16.40 21.00 20.80 20.75 20.00 20.40 20.00
N/A N/A N/A N/A
17.00 20.50
N/AN/AN/A
17.70
N/A N/A N/A
N/A
N/A N/A N/A N/A N/A
3.00
N/A N/A N/A N/A N/A N/A N/A N/A N/A
5.30 3.601.70
Dry Dry
15.45 15.11
1.40 1.20 3.60 5.30 5.30 4.89
Dry Dry
16.40
Dry Dry
15.10
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
17.20 17.00
Wet 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:08/17/2018
Grapevine, TX 76051 Weather:Partly Cloudy
30510 Ira E Woods Ave Report Date:8/21/2018
2
Technician:Billingsley, Ernest (Alan)
Work Order Number:439682
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
General Contractor:Lee Lewis Drilling Contractor:
of 2
Building/Structure Identification Masonry Fence Post Basees
New Star Drilling
Grapevine, Texas Page Number:
Pier Identification 116
Pier Diameter (in.)18
Top of Ground Elevation (ft.)597.39
Top of Pier Elevation (ft.)593.59
Depth of Bearing Stratum From
Ground (ft.)N/A
Required Penetration (ft.)N/A
Actual Penetration (ft.)N/A
Total Depth of Drilled Pier From
Ground (ft.)19.90
Depth From Top Of Concrete To
Bottom Of Pier (ft.)16.10
Condition of Bottom (Wet or Dry)Dry
Measured Depth From Ground
Level To Top Of Concrete (ft.)3.80
Vertical Bar Size (#)7
Casing Diameter (in.)N/A
Cased Depth (ft.)N/A
Length of Vertical Bars (ft.)18.00
Number of Vertical Bars (each)5
Stirrup Spacing (in.)5
Stirrup Size (#)7
Time Drilling Was Completed 4:10 PM
Time Concrete Was Placed 5:00 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