HomeMy WebLinkAboutF211334-1036331,1036331,1036331Concrete Compression Test
Report
5058 Brush Creek Rd.
Fort Worth, TX 76119
(817)496-5600
Alpha Testing, LLC
TBPE Firm No. 813
FIELD DATA
Placement Location:SLAB-ON-GRADE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1036331-S1
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:4/20/2022
Time Placed:5:45 AM
3.00
1.0
62
65
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Sullivan, Maddox
Plant Number:506
Delivery Ticket No.:50904144
159.6
Batch Time:4:51:00 AM
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CYLINDER COMPRESSION TEST RESULTS
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:ALPHA
Cured Specification:ASTM C-31
Mix ID:40V400BG
Break
Type:
Sample Location:15'N & 10'E OF SW CORNER OF BUILDING
PM:PAUL DELANEY
Date Issued:05/18/2022
Specified Strength:4000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Light Drizzle
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
16 4/23/2022 3 5464012.56 4350LABC-1231 8.00 N/A 4.002
17 4/27/2022 7 7128012.56 5680LABC-1231 8.00 N/A 4.001
18 5/18/2022 28 8134012.56 6480LABC-1231 8.00 N/A 4.002
19 5/18/2022 28 7966012.56 6340LABC-1231 8.00 N/A 4.002
20 5/18/2022 28 8353012.56 6650LABC-1231 8.00 N/A 4.001
Notes:Multiple Trucks rejected by contactor during concrete placement for excessive time from batch,or excessive slump.
CC:
6490
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 482978
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.
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.
This report shall not be reproduced except in full, without the prior written approval of Alpha Testing.
Page 1 of 3
Concrete Compression Test
Report
5058 Brush Creek Rd.
Fort Worth, TX 76119
(817)496-5600
Alpha Testing, LLC
TBPE Firm No. 813
FIELD DATA
Placement Location:SLAB-ON-GRADE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1036331-S2
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:4/20/2022
Time Placed:9:32 AM
3.00
1.2
69
73
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Sullivan, Maddox
Plant Number:506
Delivery Ticket No.:50904351
158.6
Batch Time:8:58:00 AM
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CYLINDER COMPRESSION TEST RESULTS
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:ALPHA
Cured Specification:ASTM C-31
Mix ID:40V400BG
Break
Type:
Sample Location:75'N & 25'E OF SW CORNER OF BUILDING
PM:PAUL DELANEY
Date Issued:05/18/2022
Specified Strength:4000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Light Drizzle
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
21 4/23/2022 3 4719012.56 3760LABC-1231 8.00 N/A 4.002
22 4/27/2022 7 6279012.56 5000LABC-1231 8.00 N/A 4.003
23 5/18/2022 28 7284012.56 5800LABC-1231 8.00 N/A 4.002
24 5/18/2022 28 7295012.56 5810LABC-1231 8.00 N/A 4.002
25 5/18/2022 28 7033012.56 5600LABC-1231 8.00 N/A 4.003
Notes:Multiple Trucks rejected by contactor during concrete placement for excessive time from batch,or excessive slump.
CC:
5740
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 482979
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.
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.
This report shall not be reproduced except in full, without the prior written approval of Alpha Testing.
Page 2 of 3
Concrete Compression Test
Report
5058 Brush Creek Rd.
Fort Worth, TX 76119
(817)496-5600
Alpha Testing, LLC
TBPE Firm No. 813
FIELD DATA
Placement Location:SLAB-ON-GRADE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1036331-S3
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:4/20/2022
Time Placed:2:50 PM
4.50
1.0
76
79
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Sullivan, Maddox
Plant Number:506
Delivery Ticket No.:N/A
154.8
Batch Time:N/A
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CYLINDER COMPRESSION TEST RESULTS
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:ALPHA
Cured Specification:ASTM C-31
Mix ID:40V400BG
Break
Type:
Sample Location:175'N & 10'W OF SE CORNER OF BUILDING
PM:PAUL DELANEY
Date Issued:05/18/2022
Specified Strength:4000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Light Drizzle
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
26 4/23/2022 3 3264012.56 2600LABC-1231 8.00 N/A 4.002
27 4/27/2022 7 4373012.56 3480LABC-1231 8.00 N/A 4.002
28 5/18/2022 28 5186012.56 4130LABC-1231 8.00 N/A 4.002
29 5/18/2022 28 4942012.56 3930LABC-1231 8.00 N/A 4.002
30 5/18/2022 28 5098012.56 4060LABC-1231 8.00 N/A 4.001
Notes:Multiple Trucks rejected by contactor during concrete placement for excessive time from batch,or excessive slump.
CC:
4040
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 482980
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
Test Method: Unless noted, concrete was sampled and tested in accordance with ASTM C172, C143, C231, C173, C1064, C31, C1231 and C138. Compression strength tests per ASTM C39.
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.
This report shall not be reproduced except in full, without the prior written approval of Alpha Testing.
Page 3 of 3