HomeMy WebLinkAboutAlpha Testing - 1/11/20181
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Respectfully Submitted,
Yes YesYesYesConcrete Placed Same Day (Yes or No)Yes Yes
2:40 PM
Page Number:1 of 1Grapevine, Texas
Time Concrete Was Placed 2:00 PM 3:10 PM 1:45 PM 1:00 PM
10:50 AM 9:45 AM
12:40 PM
Time Drilling Was Completed 11:10 AM 11:20 AM 9:55 AM 10:40 AM
12 12Stirrup Spacing (in.)12 12 12 12
Stirrup Size (#)3 3 3 3
33.00 31.80
3 3
Length of Vertical Bars (ft.)41.10 42.70 38.00 33.70
Number of Vertical Bars (each)6 6 6
7
6
7 7
6 6
20
Dry
20
25
9.50
10.00
-0.28
34.28
9.50
9.60
-0.28
7
20 23
29.88
Dry
20 20
9.50
-1.10
31.60
Dry
22
20
28.53
Dry
Tim Begole Sr.
Remarks:
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
Client:
Condition of Bottom (Wet or Dry)
General Contractor:
Pier Identification
Pier Diameter (in.)
PB3
18
Required Penetration (ft.)
Actual Penetration (ft.)
Top of Ground Elevation (ft.)
Casing Diameter (in.)
Cased Depth (ft.)32
Vertical Bar Size (#)7 7
Building B Restrooms
F171917
Abima, Cornelius
Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, Texas 76051
Newstar DrillingLee Lewis Construction
Building/Structure Identification
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
Service Date:
Report Date:
Weather:
Work Order Number:
Project Number:
Technician:
1/11/2018
1/18/2018
Clear
Project:
Drilling Contractor:
PB17
18
PB18
18
PB6
18
PB4
18
346153
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Depth From Top Of Concrete To Bottom Of
Pier (ft.)
598.50
21.00
Measured Depth From Ground Level To
Top Of Concrete (ft.)
9.50
Top of Pier Elevation (ft.)
Depth of Bearing Stratum From Ground (ft.)
Total Depth of Drilled Pier From Ground
(ft.)
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)
PB12
18
598.50
598.78
598.50
597.03 599.60
598.50
598.78
598.50
598.78
598.50
598.78
30.50
28.00 28.60
38.60
24.00
34.0037.50 30.00
9.50
20.0020.00
29.60
9.50
9.50
9.50
10.0010.00
-0.28 1.47-0.28
37.78 38.88
Dry Dry
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
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