HomeMy WebLinkAboutAlpha Testing - 3/8/20181
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Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
N/A N/A
Dry Dry
4.20 9.009.00
17.40 16.40
15.00
43.60 43.4041.60
26.20 27.00
43.20 42.10 41.10
102.80 98.0098.80
107.00
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
18
107.00 107.00
18
Tim Begole Sr.
Casing Diameter (in.)
Cased Depth (ft.)
PC27
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.)
PC1
54
Required Penetration (ft.)
PB42
54
26.60
15.00
15.00
8.20
15.00
41.40
15.00
15.00
PB40
Remarks:
N/A N/A
9 6
6
N/A
Vertical Bar Size (#)8 8
Number of Vertical Bars (each)9
N/A
32.40
Dry
N/A
N/A
N/A N/A
N/A
33.40
Dry
39.40 34.40
107.00
98.00
26.40
PC28
54
107.00
100.20
26.0026.00
PB39
N/A
35.30
Dry
N/A
15.00
17.80
15.00
16.10
6.805.50
37.70
Dry
PC30
54
107.00
101.50
18
107.00
98.00
25.40
15.00
15.10
9.00
32.10
Dry
886
6 9
6
6
48.50Length of Vertical Bars (ft.)41.50 44.50 41.00
3
48.50 40.50 51.00
9
12
3 4 3
12Stirrup Spacing (in.)12 12 12 12
Stirrup Size (#)4 4 4
12
12:30 PM 4:05 PM 4:10 PM
Time Drilling Was Completed 7:40 AM 8:20 AM 9:40 AM
Time Concrete Was Placed 12:20 PM 11:00 AM 1:05 PM 12:25 PM
10:30 AM 10:50 AM 11:45 AM 12:35 PM
Yes Yes Yes Yes
368113
F171917
Grapevine, Texas
Respectfully Submitted,
Yes Yes YesConcrete Placed Same Day (Yes or
No)
Mustang Panther Stadium Pkg A & Pkg B
Abima, Cornelius
Page Number:1of1
Work Order Number:
Project Number:
Technician:
Service Date:
Report Date:
Weather:
03/08/2018
3/15/2018
Clear
Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051