HomeMy WebLinkAboutAlpha Testing - 2/14/20181
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15.00
9.50 9.50 9.00 9.00
28.50 34.50
15.00 16.10 16.10 15.90
Dry
10.20
15.00
40.90
26.00
98.00 98.0096.80
25.00 24.30 25.00
41.10 40.4038.00
Building/Structure Identification
24 24
Wylie DrillingLee Lewis Construction
Mustang Panther Stadium Renovation
PC54PC50
General Contractor:
PB45 PB46
Project:
Client:
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
Page Number:
360470
Grapevine - Colleyville ISD
24
Top of Ground Elevation (ft.)
Top of Pier Elevation (ft.)
Depth of Bearing Stratum From
Ground (ft.)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Condition of Bottom (Wet or Dry)
107.00
41.20
97.50 97.5096.80
107.00 107.00
Total Depth of Drilled Pier From
Ground (ft.)
Casing Diameter (in.)
Cased Depth (ft.)
PC16
N/A
6
6
15.00
10.206.50
Dry
31.60
N/A
Pier Identification
Pier Diameter (in.)
Drilling Contractor:
N/A
6
Respectfully Submitted,
Depth From Top Of Concrete To
Bottom Of Pier (ft.)
PB56
Tim Begole Sr.
Measured Depth From Ground
Level To Top Of Concrete (ft.)
Actual Penetration (ft.)
6
8 86
107.00 107.00
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
Required Penetration (ft.)
PC16
18
23.00
15.00
PB55PC56
18
107.00
100.50
15.00
42.20
15.0015.00
38.00
24 24
107.00
23.00
40.40 41.00
25.1025.0024.00
N/A
8 88
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
N/A N/A N/A
Number of Vertical Bars (each)6
Per RFI007, piers PB55 and PB56 for straddle beam.Remarks:
6
Vertical Bar Size (#)6 6
N/A
31.40 31.9027.80
Dry
N/A
Dry
N/A N/A N/A N/A
N/A
N/A
N/A
N/A
Dry Dry DryDry
18
107.00
101.50
18
107.00
100.50
15.00
N/A
15.00
16.40
15.00
16.00
6.505.50
34.90
Dry
34.70 32.00
16.2016.10
Length of Vertical Bars (ft.)38.50 41.20 41.10
12
43
42.00 38.0040.50
4
12:50 PM
4
12 12 12
6 666
40.70 48.90 49.00
12 12
4
3:40 PM
3:30 PM
Stirrup Size (#)3 3 3
Stirrup Spacing (in.)12 12 12
11:40 AM
10:20 AMTime Drilling Was Completed 7:50 AM 8:30 AM 9:15 AM
Time Concrete Was Placed 12:40 PM 11:35 AM
of1
YesYesYesYesYes
1:00 PM 3:25 PM 3:35 PM
11:35 AM 12:20 PM 2:25 PM 3:00 PM
Yes YesYesYes
4
Concrete Placed Same Day (Yes or
No)
Work Order Number:
Project Number:
Technician:
4:30 PM
F171917
Abima, Cornelius
1
30510 Ira E Woods Ave
Grapevine, TX 76051
Service Date:
Report Date:
Weather:
02/14/2018
2/19/2018
Cloudy