HomeMy WebLinkAboutF211334-1048587,1048587,1048587Concrete 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: FIRE LANE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1048587-S1
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:5/17/2022
Time Placed:3:20 AM
3.00
4.0
77
78
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Sullivan, Maddox
Plant Number:506
Delivery Ticket No.:50911726
151.6
Batch Time:2:28:00 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:10'N AND 5' E FROM THE NW CORNER OF THE COURTS
PM:PAUL DELANEY
Date Issued:06/14/2022
Specified Strength:3600
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
70 5/24/2022 7 6042012.56 4810LABC-1231 8.00 N/A 4.003
71 6/14/2022 28 6837012.56 5440LABC-1231 8.00 N/A 4.001
72 6/14/2022 28 7011012.56 5580LABC-1231 8.00 N/A 4.001
73 6/14/2022 28 6797012.56 5410LABC-1231 8.00 N/A 4.003
74 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
Notes:Water added to concrete by contractor after test.
CC:
5480
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 486013
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:PAVING: FIRE LANE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1048587-S3
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:5/17/2022
Time Placed:4:30 AM
3.00
3.5
74
77
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Sullivan, Maddox
Plant Number:506
Delivery Ticket No.:50911741
148.7
Batch Time:3:42:00 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:10' N AND 200' E FROM THE NW CORNER OF THE COURTS
PM:PAUL DELANEY
Date Issued:06/14/2022
Specified Strength:3600
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
75 5/24/2022 7 5331012.56 4240LABC-1231 8.00 N/A 4.002
76 6/14/2022 28 6519012.56 5190LABC-1231 8.00 N/A 4.003
77 6/14/2022 28 6209012.56 4940LABC-1231 8.00 N/A 4.003
78 6/14/2022 28 6729012.56 5360LABC-1231 8.00 N/A 4.002
79 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
Notes:Water added to concrete by contractor after test.
CC:
5160
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 486014
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:PAVING: FIRE LANE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1048587-S3
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:5/17/2022
Time Placed:6:47 AM
4.00
3.0
77
79
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Sullivan, Maddox
Plant Number:506
Delivery Ticket No.:50911772
152.2
Batch Time:5:11:00 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:40U500BG
Break
Type:
Sample Location:70' S AND 10' E FROM THE NE CORNER OF THE COURTS
PM:PAUL DELANEY
Date Issued:06/14/2022
Specified Strength:3600
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
80 5/24/2022 7 3966012.56 3160LABC-1231 8.00 N/A 4.002
81 6/14/2022 28 5574012.56 4440LABC-1231 8.00 N/A 4.001
82 6/14/2022 28 5829012.56 4640LABC-1231 8.00 N/A 4.001
83 6/14/2022 28 5512012.56 4390LABC-1231 8.00 N/A 4.003
84 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
Notes:Water added to concrete by contractor after test.
CC:
4490
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 486015
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