HomeMy WebLinkAboutAlpha Testing - 2/13/20181
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Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051
Service Date:
Report Date:
Weather:
02/13/2018
2/19/2018
Cloudy
Concrete Placed Same Day (Yes or
No)
Work Order Number:
Project Number:
Technician:
359973
F171917
Abima, Cornelius
1of1
Yes Yes Yes Yes
1:50 PM 4:30 PM 3:20 PM
Yes Yes Yes Yes
12:05 PM 12:30 PM 1:05 PM 1:45 PM
12
4
4:40 PM
Stirrup Size (#)4 4 4
Stirrup Spacing (in.)12 12 12
Time Concrete Was Placed 11:45 AM 12:00 PM 12:30 PM 4:45 PM
10:55 AMTime Drilling Was Completed 8:30 AM 9:05 AM 9:35 AM
9
12
4 4 4
12 12 12
Length of Vertical Bars (ft.)44.70 45.00 45.00
13 13
4
47.00 43.00 43.00 43.0043.00
36
107.00
105.50
36
107.00
97.50
88
17.00
N/A
15.00
15.60
15.00
15.00
1.501.50
43.20
Dry
N/AN/A N/A N/A
Dry
43.50 33.0042.50
Dry
33.50
Dry
37.60
Dry
32.9033.70
13
N/A
N/A
N/A
Vertical Bar Size (#)8 8
N/A
N/A
N/A
Number of Vertical Bars (each)9
Required Penetration (ft.)
PC24
18
26.00
17.00
PC18PC49
36
107.00
105.50
15.00
47.10
17.00
17.10
17.00
17.00
PC45 was supposed to be 18 inches in diameter. Driller used a 30 inch auger . They were notified of the error as they continued to drill. Pier completed as a 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.)
PC45
N/A
Depth From Top Of Concrete To
Bottom Of Pier (ft.)
PC21
17.20
9.509.50Measured Depth From Ground
Level To Top Of Concrete (ft.)
Actual Penetration (ft.)
N/A
13 13
8 888
13
Page Number:
Mustang Panther Stadium Renovation
36
107.00 107.00
36 36
PC19PC47
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 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
Building/Structure Identification
36
107.00
43.00
105.50 97.5097.50
30.00
97.5097.50
PC22
Total Depth of Drilled Pier From
Ground (ft.)
107.00
45.00 42.50 42.40
30.00 25.40 25.00
44.70 44.00
26.0029.0029.10
43.20
17.00
15.00 17.10 17.40
9.501.50 9.50 9.50
Dry
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
N/A N/A N/A
Dry Dry