HomeMy WebLinkAboutAlpha Testing - 3/16/2018 (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/A N/A
Dry Dry Dry Dry
9.90 9.70 9.70 9.709.90
8.10 17.40 17.10 17.50
17.00 17.00 17.00
31.10 40.50 39.50 40.5040.40
23.00 23.10 22.40 23.00
31.40 32.10 33.50
97.10 97.30 97.30 97.3097.30
107.00 107.00107.00
PB54 PB53
36 36
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 Conctruction
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
36
107.00 107.00
18
Tim Begole Sr.
Casing Diameter (in.)
Cased Depth (ft.)
2361
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.)
PB51
36
Required Penetration (ft.)
PB52
18
23.10
17.00
17.30
9.70
8.00
33.30
8.00
8.20
2365
Remarks:
N/A N/A
6 6
6
N/A
Vertical Bar Size (#)6 6
Number of Vertical Bars (each)6
N/A
23.40
Dry
N/A
N/A
N/A N/A N/A N/A
N/A
30.70
Dry
21.20 30.80 29.80 30.80
107.00
97.10
25.10
2363
18
107.00
97.10
24.3024.00
2364
N/A
22.20
Dry
N/A
8.00
8.00
8.00
8.10
9.909.90
21.50
Dry
2362
18
107.00
97.10
18
107.00
97.10
23.40
8.00
9.20
9.90
23.60
Dry
866
6 13
8
13 13
8 8
38.00 42.60Length of Vertical Bars (ft.)36.00 40.00 37.00
4
38.00 41.50 41.00 46.00
6 13
9
4 4 4
9Stirrup Spacing (in.)9 9 9 12
Stirrup Size (#)4 4 4
12 12 12
11:35 AM 1:00 PM 1:05 PM 2:45 PM
4 4
Time Drilling Was Completed 7:40 AM 8:00 AM 8:20 AM
Time Concrete Was Placed 11:10 AM 11:15 AM 11:20 AM 11:30 AM
9:00 AM 12:30 PM8:40 AM 10:00 AM 10:25 AM 11:45 AM
Yes Yes Yes Yes
372106
F171917
Grapevine, Texas
Respectfully Submitted,
Yes Yes Yes Yes YesConcrete Placed Same Day (Yes or
No)
2:50 PM
Mustang Panther Stadium Pkg A & Pkg B
Abima, Cornelius
Page Number:1of1
Work Order Number:
Project Number:
Technician:
Service Date:
Report Date:
Weather:
03/16/2018
3/22/2018
Clear
Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051