HomeMy WebLinkAbout07/05/2022 - F211334-1068924,1068924,1068924,1068924,1070439Concrete 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
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1068924-S1
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/28/2022
Time Placed:3:13 AM
5.00
2.6
79
88
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:506
Delivery Ticket No.:50923385
144.8
Batch Time:2:22:00 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:95 FT E OF NW CORNER
PM:PAUL DELANEY
Date Issued:07/05/2022
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
185 7/5/2022 7 3317012.56 2640LABC-1231 8.00 N/A 4.003
186 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
187 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
188 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
189 8/23/2022 56 012.56LABC-1231 8.00 N/A 4.00
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 490884
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 5
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
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1068924-S2
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/28/2022
Time Placed:4:20 AM
6.5
n/a
78
87
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:506
Delivery Ticket No.:50923439
144.8
Batch Time:3:36:00 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:90 FT N 95 FT E OF OF NW CORNER
PM:PAUL DELANEY
Date Issued:07/05/2022
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
190 7/5/2022 7 3713012.56 2960LABC-1231 8.00 N/A 4.003
191 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
192 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
193 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
194 8/23/2022 56 012.56LABC-1231 8.00 N/A 4.00
Notes:Air meter didn't hold air
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 490885
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 5
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
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1068924-S3
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/28/2022
Time Placed:5:47 AM
6.50
n/a
77
86
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:506
Delivery Ticket No.:50923489
146
Batch Time:4:56:00 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:50 FT N 95 FTME OF SW CORNER
PM:PAUL DELANEY
Date Issued:07/05/2022
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
195 7/5/2022 7 3058012.56 2430LABC-1231 8.00 N/A 4.001
196 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
197 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
198 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
199 8/23/2022 56 012.56LABC-1231 8.00 N/A 4.00
Notes:Air meter didn't hold air
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 490886
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 5
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
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1068924-S4
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/28/2022
Time Placed:8:35 AM
6.50
3.0
78
87
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:506
Delivery Ticket No.:50923618
146
Batch Time:7:43:00 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:45 FT N 35 FT W OF SW CORNER
PM:PAUL DELANEY
Date Issued:07/05/2022
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
200 7/5/2022 7 2661012.56 2120LABC-1231 8.00 N/A 4.003
201 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
202 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
203 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
204 8/23/2022 56 012.56LABC-1231 8.00 N/A 4.00
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 490887
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 5
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:FOOTING
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1070439
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/28/2022
Time Placed:10:00 AM
8.00
2.6
80
85
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Russell, Nicholas
Plant Number:501
Delivery Ticket No.:50923653
142
Batch Time:8:32:00 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:30W500BG
Break
Type:
Sample Location:NE CORNER OF HOST SHACK
PM:PAUL DELANEY
Date Issued:07/05/2022
Specified Strength:3000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Partly Cloudy
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
205 7/5/2022 7 2517012.56 2000LABC-1231 8.00 N/A 4.002
206 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
207 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
208 7/26/2022 28 012.56LABC-1231 8.00 N/A 4.00
209 8/23/2022 56 012.56LABC-1231 8.00 N/A 4.00
Notes:Test Results verbally reported to Foreman.
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 490888
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 5 of 5