HomeMy WebLinkAbout07/20/2022 - F211334-1066209,1066209,1066209,1066209,1066209 - Paving N End Pk LotConcrete 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: NORTH END OF PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1066209-S1
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/21/2022
Time Placed:1:10 AM
2.25
3.0
82
90
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Thompson, Bryan
Plant Number:501
Delivery Ticket No.:50921467
144
Batch Time:12:11:00 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'N & 3'E OF NW CORNER EXT. S. PAVING AREA
PM:PAUL DELANEY
Date Issued:07/20/2022
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
160 6/28/2022 7 4847012.56 3860LABC-1231 8.00 N/A 4.002
161 7/19/2022 28 5938012.56 4730LABC-1231 8.00 N/A 4.001
162 7/19/2022 28 5895012.56 4690LABC-1231 8.00 N/A 4.002
163 7/19/2022 28 5922012.56 4710LABC-1231 8.00 N/A 4.001
164 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
4710
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489697
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: NORTH END OF PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1066209-S2
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/21/2022
Time Placed:2:35 AM
3.00
3.0
82
90
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Thompson, Bryan
Plant Number:501
Delivery Ticket No.:50921486
144.8
Batch Time:1:36:00 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:55'N & 20'E OF NW CORNER EXT. S. PAVING AREA
PM:PAUL DELANEY
Date Issued:07/20/2022
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
165 6/28/2022 7 4153012.56 3310LABC-1231 8.00 N/A 4.003
166 7/19/2022 28 5198012.56 4140LABC-1231 8.00 N/A 4.003
167 7/19/2022 28 4972012.56 3960LABC-1231 8.00 N/A 4.002
168 7/19/2022 28 4900012.56 3900LABC-1231 8.00 N/A 4.002
169 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
4000
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489698
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: NORTH END OF PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1066209-S3
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/21/2022
Time Placed:4:15 AM
3.25
2.8
81
85
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Thompson, Bryan
Plant Number:501
Delivery Ticket No.:50921511
144
Batch Time:3:05:00 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:40'N & 75'E OF NW CORNER EXT. S. PAVING AREA
PM:PAUL DELANEY
Date Issued:07/20/2022
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
170 6/28/2022 7 3301012.56 2630LABC-1231 8.00 N/A 4.003
171 7/19/2022 28 4492012.56 3580LABC-1231 8.00 N/A 4.003
172 7/19/2022 28 4589012.56 3650LABC-1231 8.00 N/A 4.001
173 7/19/2022 28 4298012.56 3420LABC-1231 8.00 N/A 4.002
174 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
3550
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489699
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: NE PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1066209-S4
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/21/2022
Time Placed:6:30 AM
85
4.75
2.5
85
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Thompson, Bryan
Plant Number:501
Delivery Ticket No.:50921592
144.8
Batch Time:5:35:00 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:10'N & 20'E OF NW CORNER EXT. S. PAVING AREA
PM:PAUL DELANEY
Date Issued:07/20/2022
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
175 6/28/2022 7 3474012.56 2770LABC-1231 8.00 N/A 4.002
176 7/19/2022 28 4620012.56 3680LABC-1231 8.00 N/A 4.003
177 7/19/2022 28 4739012.56 3770LABC-1231 8.00 N/A 4.002
178 7/19/2022 28 4570012.56 3640LABC-1231 8.00 N/A 4.001
179 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
3700
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489700
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:PAVING: NE PARKING LOT
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1066209-S5
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:6/21/2022
Time Placed:8:30 AM
3.50
3.0
79
90
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Thompson, Bryan
Plant Number:501
Delivery Ticket No.:50921716
144.8
Batch Time:7:30:00 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:120'N & 15'E OF EXISTING CONCRETE
PM:PAUL DELANEY
Date Issued:07/20/2022
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
180 6/28/2022 7 3441012.56 2740LABC-1231 8.00 N/A 4.002
181 7/19/2022 28 4766012.56 3790LABC-1231 8.00 N/A 4.003
182 7/19/2022 28 4534012.56 3610LABC-1231 8.00 N/A 4.002
183 7/19/2022 28 4504012.56 3590LABC-1231 8.00 N/A 4.003
184 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
3660
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 489701
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