HomeMy WebLinkAbout10/10/2022 - F211334-1119080,1119080 -Core Compression TestCore Compression Test Report5058 Brush Creek Rd.
Fort Worth, TX 76119
(817)496-5600
Alpha Testing, LLC
TBPE Firm No. 813
FIELD DATA
Placement Location:SAMPLED PATCH PAVING ON MERLOT AVE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1119080-S1
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:10/5/2022
Time Placed:N/A
N/A
N/A
N/A
N/A
Date Received:N/A
Concrete Supplier:N/A
Submitted By:Martinez, Austin
Plant Number:N/A
Delivery Ticket No.:N/A
N/A
Batch Time:N/A
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CORE COMPRESSION TEST RESULTS (CORRECTED PSI)
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:CONTRACTOR
Cured Specification:ASTM C-31
Mix ID:N/A
Break
Type:
Sample Location:NORTH BOUND LANE REPLACEMENT
PM:PAUL DELANEY
Date Issued:10/10/2022
Specified Strength:3600
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
N/A
Initial Curing Method:Other, See Notes Below
Final Curing Method:Other, See Notes Below
295 10/10/2022 5 3284012.25 2630LABC-1231 6.90 N/A 3.95
296 10/10/2022 5 3811012.25 2990LABC-1231 6.00 N/A 3.95
297 10/10/2022 5 3711012.25 2950LABC-1231 6.60 N/A 3.95
Notes:Cores cut in field, cured 5 days as required per ACI requirements.
Core Compressive Strength Test results are less than City Specification of 3,600 psi.
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 503486
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 2
Core Compression Test Report5058 Brush Creek Rd.
Fort Worth, TX 76119
(817)496-5600
Alpha Testing, LLC
TBPE Firm No. 813
FIELD DATA
Placement Location:S FOOTING FOR ENTRANCE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1119080-S2
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:10/5/2022
Time Placed:N/A
N/A
N/A
N/A
N/A
Date Received:N/A
Concrete Supplier:N/A
Submitted By:Martinez, Austin
Plant Number:N/A
Delivery Ticket No.:N/A
N/A
Batch Time:N/A
Tested For:
Lab
No.:
Cure
Type:
Date
Tested:
Age
(Days):
Max
Load:
Area:
Sq. In.PSI:
Cap
Spec:
CORE COMPRESSION TEST RESULTS (CORRECTED PSI)
(ASTM C-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:CONTRACTOR
Cured Specification:ASTM C-31
Mix ID:N/A
Break
Type:
Sample Location:SOUTH SIDE FOOTING
PM:PAUL DELANEY
Date Issued:10/10/2022
Specified Strength:3000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
N/A
Initial Curing Method:Other, See Notes Below
Final Curing Method:Other, See Notes Below
298 10/10/2022 5 7147012.25 5590LABC-1231 5.85 N/A 3.95
299 10/10/2022 5 6883012.25 4930LABC-1231 4.05 N/A 3.95
300 10/10/2022 5 7355012.25 5410LABC-1231 4.45 N/A 3.95
Notes:Cores cut in field, cured 5 days as required per ACI requirements.
Core Compressive Strength Test results exceed project footing specified strength of 3000 psi.
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 503487
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 2