HomeMy WebLinkAbout10/24/2022 - F211334-1127947,1127947Concrete 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:SHUFFLEBOARD COVERED COURTYARD SOG
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1127947-S1
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:10/20/2022
Time Placed:11:28 AM
5.25
3.0
71
79
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Flores, Eduardo
Plant Number:508
Delivery Ticket No.:50956927
148
Batch Time:N/A
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:50V500BG
Break
Type:
Sample Location:10' NORTH BY 10' EAST OF SOUTH WEST CORNER OF SLAB
PM:PAUL DELANEY
Date Issued:10/24/2022
Specified Strength:5000
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
311 10/27/2022 7 012.56LABC-1231 8.00 N/A 4.00
312 11/17/2022 28 012.56LABC-1231 8.00 N/A 4.00
313 11/17/2022 28 012.56LABC-1231 8.00 N/A 4.00
314 11/17/2022 28 012.56LABC-1231 8.00 N/A 4.00
315 12/15/2022 56 012.56LABC-1231 8.00 N/A 4.00
TEST RESULTS PENDING
Notes:Test results were informed to onsite supervisor.
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 505486
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
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:SIDEWALK, MAIN ENTRY APPROACH
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1127947-S2
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:10/20/2022
Time Placed:1:41 PM
5.25
1.8
81
71
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Flores, Eduardo
Plant Number:508
Delivery Ticket No.:50957014
145.2
Batch Time:12:59:00 PM
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:50V500BG
Break
Type:
Sample Location:10' WEST OF ENTRY ARCHWAYS
PM:PAUL DELANEY
Date Issued:10/21/2022
Specified Strength:4000
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
316 10/27/2022 7 012.56LABC-1231 8.00 N/A 4.00
317 11/17/2022 28 012.56LABC-1231 8.00 N/A 4.00
318 11/17/2022 28 012.56LABC-1231 8.00 N/A 4.00
319 11/17/2022 28 012.56LABC-1231 8.00 N/A 4.00
320 12/15/2022 56 012.56LABC-1231 8.00 N/A 4.00
TEST RESULTS PENDING
Notes:Test results were informed to onsite supervisor.
CC:
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 505487
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