HomeMy WebLinkAboutAlpha Testing - 12/13/20171
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Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
30
20 20
-1.10
40.60 39.43
Dry
42.18
DryDry
-1.10
11.50 18.33
9.42
20.08
9.42
39.50
21.00
41.08
28.00 20.00
38.33
18.00
40.42
9.42
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)
599.60
598.50
PB-32
18 18
PB-26
599.60
598.50
599.60
598.50
599.60
PB-25
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Depth From Top Of Concrete To Bottom Of
Pier (ft.)
Measured Depth From Ground Level To
Top Of Concrete (ft.)
Top of Pier Elevation (ft.)
Depth of Bearing Stratum From Ground (ft.)
598.50
PB-31
18
Project:
Client:
General Contractor:
Kasten, Brian
Grapevine-Colleyville ISD
3051 Ira E. Woods Avenue
Grapevine, Texas 76051
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:
Technician:
12/13/2017
12/15/2017
Clear
Report Date:
Weather:
Work Order Number:
Project Number:F171917
336979
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
Condition of Bottom (Wet or Dry)
Pier Identification
Pier Diameter (in.)
Actual Penetration (ft.)
Top of Ground Elevation (ft.)
Casing Diameter (in.)
Cased Depth (ft.)
Total Depth of Drilled Pier From Ground
(ft.)
Required Penetration (ft.)
Vertical Bar Size (#)7 7
18
Tim Begole Sr.
Building B
New Star DrillingLee Lewis
Building/Structure Identification
Drilling Contractor:
Remarks:
9.42
22.42
-1.10
41.52
20
Dry
20
30
-1.10
7
3030
7
6
Length of Vertical Bars (ft.)44.33 43.33 44.42 45.42
Number of Vertical Bars (each)6 6 6
Stirrup Size (#)3 3 3 3
Stirrup Spacing (in.)12 12 12 12
Time Drilling Was Completed 9:35 AM 10:00 AM 10:20 AM 9:15 AM
Page Number:1 of 1Grapevine, Texas
Time Concrete Was Placed 1:00 PM 1:15 PM 12:40 PM 1:30 PM
Respectfully Submitted,
Yes Yes YesConcrete Placed Same Day (Yes or No)Yes