HomeMy WebLinkAbout07/13/2022 - F211334-1060170,1060170,1060170,1060170Concrete 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:PAVING: FIRST FOUR SOUTH ROWS OF THE SE PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1060170-S1
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/14/2022
Time Placed:2:12 AM
4.00
3.6
83
92
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:506
Delivery Ticket No.:40919346
144.8
Batch Time:1:45:00 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:40U500BG
Break
Type:
Sample Location:SOUTH ENTRANCE AT MERLOT AVE.
PM:PAUL DELANEY
Date Issued:07/13/2022
Specified Strength:3000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
130 6/21/2022 7 5347012.56 4260LABC-1231 8.00 N/A 4.001
131 7/12/2022 28 6142012.56 4890LABC-1231 8.00 N/A 4.001
132 7/12/2022 28 5912012.56 4710LABC-1231 8.00 N/A 4.002
133 7/12/2022 28 6254012.56 4980LABC-1231 8.00 N/A 4.001
134 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
4860
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489062
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 4
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:PAVING: FIRST FOUR SOUTH ROWS OF THE SE PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1060170-S2
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/14/2022
Time Placed:4:11 AM
5.00
4.3
80
89
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:506
Delivery Ticket No.:50919407
142.4
Batch Time:3:50:00 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:30U500BG
Break
Type:
Sample Location:15 FT N 26 FT E OF THE FIRST SW ISLAND
PM:PAUL DELANEY
Date Issued:07/13/2022
Specified Strength:3000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
135 6/21/2022 7 3783012.56 3010LABC-1231 8.00 N/A 4.002
136 7/12/2022 28 5186012.56 4130LABC-1231 8.00 N/A 4.001
137 7/12/2022 28 5227012.56 4160LABC-1231 8.00 N/A 4.002
138 7/12/2022 28 5261012.56 4190LABC-1231 8.00 N/A 4.002
139 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
4160
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489063
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 4
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:PAVING FIRST FOUR SOUTH ROWS OF THE SE PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1060170-S3
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/14/2022
Time Placed:6:14 AM
5.00
4.8
78
92
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:506
Delivery Ticket No.:40919459
143.6
Batch Time:5:30:00 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:30U500BG
Break
Type:
Sample Location:12 FT S AND 15 FT E OF THE FOURTH SW ISLAND
PM:PAUL DELANEY
Date Issued:07/13/2022
Specified Strength:3000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
140 6/21/2022 7 3282012.56 2610LABC-1231 8.00 N/A 4.003
141 7/12/2022 28 4707012.56 3750LABC-1231 8.00 N/A 4.001
142 7/12/2022 28 4476012.56 3560LABC-1231 8.00 N/A 4.001
143 7/12/2022 28 4669012.56 3720LABC-1231 8.00 N/A 4.003
144 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
3680
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489064
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 4
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:PAVING: FIRST FOUR SOUTH ROWS OF THE SE PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1060170-S4
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/14/2022
Time Placed:8:38 AM
6.00
4.0
80
88
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:506
Delivery Ticket No.:50919556
143.2
Batch Time:8:00:00 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:30U500BG
Break
Type:
Sample Location:5 FT S AND 5 FT W OF THE THIRD SE ISLAND
PM:PAUL DELANEY
Date Issued:07/13/2022
Specified Strength:3000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Clear
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
145 6/21/2022 7 3082012.56 2450LABC-1231 8.00 N/A 4.002
146 7/12/2022 28 4654012.56 3710LABC-1231 8.00 N/A 4.001
147 7/12/2022 28 4679012.56 3730LABC-1231 8.00 N/A 4.002
148 7/12/2022 28 4669012.56 3720LABC-1231 8.00 N/A 4.002
149 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
3720
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489065
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 4 of 4