HomeMy WebLinkAbout07/26/2022 - 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:07/26/2022
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 4171012.56 3320LABC-1231 8.00 N/A 4.002
187 7/26/2022 28 4352012.56 3460LABC-1231 8.00 N/A 4.003
188 7/26/2022 28 4284012.56 3410LABC-1231 8.00 N/A 4.002
189 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
3400
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:07/26/2022
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 4657012.56 3710LABC-1231 8.00 N/A 4.001
192 7/26/2022 28 4587012.56 3650LABC-1231 8.00 N/A 4.002
193 7/26/2022 28 4549012.56 3620LABC-1231 8.00 N/A 4.002
194 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
Notes:Air meter didn't hold air
CC:
3660
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:07/26/2022
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 4192012.56 3340LABC-1231 8.00 N/A 4.003
197 7/26/2022 28 4170012.56 3320LABC-1231 8.00 N/A 4.002
198 7/26/2022 28 4348012.56 3460LABC-1231 8.00 N/A 4.003
199 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
Notes:Air meter didn't hold air
CC:
3370
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:07/26/2022
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 4095012.56 3260LABC-1231 8.00 N/A 4.002
202 7/26/2022 28 4107012.56 3270LABC-1231 8.00 N/A 4.003
203 7/26/2022 28 4000012.56 3180LABC-1231 8.00 N/A 4.003
204 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
3240
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:07/26/2022
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 3620012.56 2880LABC-1231 8.00 N/A 4.002
207 7/26/2022 28 3722012.56 2960LABC-1231 8.00 N/A 4.003
208 7/26/2022 28 3704012.56 2950LABC-1231 8.00 N/A 4.002
209 8/23/2022 56 012.56LABC-1231 8.00 N/A 4.00
Notes:Test Results verbally reported to Foreman.
CC:
2930
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