HomeMy WebLinkAboutAlpha Testing - 8/16/2018 (3)1
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Dry Dry Dry
17.88
0.50 2.50
16.00 16.20
5.00 2.80
17.50 15.90
Dry Dry
N/A N/A N/A N/A
N/A N/A
Wet Dry Dry Dry Dry
N/A
N/A N/A N/A N/A
15.30 15.70 15.50 15.10 15.90
3.40 3.30 4.00
N/A
N/A
N/A N/A
5.00 4.80
N/A N/A
N/A
16.70 18.00 18.40 18.70 19.00 19.50 20.10 21.00 19.0020.70
N/A N/A N/AN/A
17.60
N/A N/A
N/A
N/A N/A N/A
602.73 595.85
600.50
595.92 595.13597.89
602.01
599.19597.31595.40 595.40 595.50 597.21
602.31 601.99598.42 598.53 598.70 599.40
126 9001120119118129
18 18 18 18
128 9003 9002
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.)
Measured Depth From Ground
Level To Top Of Concrete (ft.)
Actual Penetration (ft.)
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
Project:
Drilling Contractor:New Star Drilling
18
598.19
Alpha Testing, Inc.
5058 Brush Creek Rd
Fort Worth, TX 76119
www.alphatesting.com
TBPE Firm No. 813
Drilled Straight Shaft Pier
Observation Report
Masonry Fence Post Base
18
601.55 596.35
24
Building/Structure Identification
Lee Lewis
Casing Diameter (in.)
Cased Depth (ft.)
122
24
127
18
Required Penetration (ft.)
128
-1.18
24 24
N/A
N/A
N/A
0.30
N/A
N/A
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 N/AN/A N/A N/A N/AN/A
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
N/A N/A N/A N/A N/A N/AN/A N/A N/A N/A
N/A
Depth From Top Of Concrete To
Bottom Of Pier (ft.)
N/A
6 6
7
N/A
Vertical Bar Size (#)7 7
N/A
17.30
Dry
N/A N/A
N/A
Remarks:
N/A
7
N/A
N/A
N/A
19.00
18
598.42
598.42
N/A
18.50
20.10
Dry
N/A
17.80
N/A
N/A
0.00
17.80
600.84
600.29
N/A
N/A
0.55
N/A
N/A
-1.60
Dry
123
18
600.50
601.54
7 7
N/A
N/A
18.45
Dry
N/A
N/A
N/A
-1.04
16.80
Wet
16.80
125
18
597.45
599.05
N/A
124
18
777
6 6 6 6
7 7 7 7
6 6 6 6
7 7
18.25 18.00 18.50Length of Vertical Bars (ft.)17.75 17.90 18.75
6
4
18.00 17.00 19.50 18.00
Number of Vertical Bars (each)6 6 6 6
12
4 4 4
17.75 17.10 18.00
12
4 4 4
12Stirrup Spacing (in.)12 12 12 12
Stirrup Size (#)4 4 4
12 12 12
2:00 PM 2:10 PM 2:20 PM 2:30 PM
12
19.00 17.00
44
12 12 12 12
4 4 4
Time Drilling Was Completed 8:54 AM 9:08 AM 9:22 AM 3:20 PM
Time Concrete Was Placed 4:10 PM 4:00 PM 3:45 PM 3:35 PM
10:24 AM 2:05 PM 2:20 PM 2:50 PM1:20 PM 1:40 PM9:45 AM 11:30 AM 11:43 AM 12:02 PM
Yes Yes Yes
5:00 PM4:30 PM 4:40 PM
Yes Yes YesYesYes
Tim Begole Sr.
Grapevine, Texas
Respectfully Submitted,
Yes Yes Yes Yes Yes YesConcrete Placed Same Day (Yes or
No)
2:00 PM
4:20 PM 4:50 PM2:35 PM 2:40 PM
Yes
Mustang Panther Stadium Pkg A & Pkg B
Page Number:1of2
Work Order Number:
Project Number:
Technician:
438930
F171917
Billingsley, Ernest (Alan)
Service Date:
Report Date:
Weather:
08/16/2018
8/21/2018
Partly Cloudy
Grapevine - Colleyville ISD
30510 Ira E Woods Ave
Grapevine, TX 76051
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Work Order Number:438930
Client:Grapevine - Colleyville ISD Service Date:08/16/2018
Report Date:8/21/2018
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, TX 76051 Weather:Partly Cloudy
30510 Ira E Woods Ave
General Contractor:Lee Lewis Drilling Contractor:New Star Drilling
2
Project:Mustang Panther Stadium Pkg A & Pkg B Project Number:F171917
Technician:Billingsley, Ernest (Alan)
Grapevine, Texas Page Number:2of
Building/Structure Identification Masonry Fence Post Base
Pier Identification 9000
Pier Diameter (in.)18
Top of Pier Elevation (ft.)599.29
Top of Ground Elevation (ft.)598.00
Depth of Bearing Stratum From
Ground (ft.)N/A
Total Depth of Drilled Pier From
Ground (ft.)19.40
Actual Penetration (ft.)N/A
Required Penetration (ft.)N/A
Measured Depth From Ground
Level To Top Of Concrete (ft.)-1.29
Condition of Bottom (Wet or Dry)Wet
Depth From Top Of Concrete To
Bottom Of Pier (ft.)20.69
Cased Depth (ft.)N/A
Casing Diameter (in.)N/A
Vertical Bar Size (#)7
Number of Vertical Bars (each)6
Stirrup Size (#)4
Length of Vertical Bars (ft.)17.50
Stirrup Spacing (in.)12
Time Concrete Was Placed 5:15 PM
Time Drilling Was Completed 4:00 PM
Statement: If elevations are provided, they were provided by OTHERS and assumed to be correct.
Remarks:
Concrete Placed Same Day (Yes or
No)Yes
Respectfully Submitted,
Geotechnical Engineering | Construction Materials Testing | Environmental Engineering
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
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)
Tim Begole Sr.