HomeMy WebLinkAbout10-27-2022F211334-1116721,1116721Concrete 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:SIDEWALKS ALONG MERLOT AVE N OF ENTRANCE AND EASTSIDE MAIN BAR WALKWAY
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1116721-S1
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:9/29/2022
Time Placed:6:10 AM
6.00
3.5
67
81
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Manuvo, Joseph
Plant Number:506
Delivery Ticket No.:50950082
145.2
Batch Time:5:02:00 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:35U500BG
Break
Type:
Sample Location:SIDEWALK NORTH OF MERLOT AVE SOUTH ENTRY.
PM:PAUL DELANEY
Date Issued:10/27/2022
Specified Strength:3500
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
280 10/6/2022 7 5494012.56 4370LABC-1231 8.00 N/A 4.001
281 10/27/2022 28 6260012.56 4980LABC-1231 8.00 N/A 4.002
282 10/27/2022 28 6140012.56 4890LABC-1231 8.00 N/A 4.002
283 10/27/2022 28 6542012.56 5210LABC-1231 8.00 N/A 4.002
284 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
5030
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 502159
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:HOST SHACK SLAB ON GRADE
Project Desc:CHICKEN N PICKLE GRAPEVINE
OFF CHAMPAGNE BOULEVARD AND MERLOT AVENUE
Our Report #:F211334-1116721-S2
CHICKEN N PICKLE
104 ARMOUR ROAD
NORTH KANSAS CITY, MO 64116
ALEX STEHLATTN:
Date Placed:9/29/2022
Time Placed:8:30 AM
6.75
1.0
67
79
Date Received:N/A
Concrete Supplier:BURNCO
Submitted By:Manuvo, Joseph
Plant Number:506
Delivery Ticket No.:50950193
147.6
Batch Time:7:21:00 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-173)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:ALPHA
Cured Specification:ASTM C-31
Mix ID:40V400BG
Break
Type:
Sample Location:SOUTH EAST CORNER OF SLAB
PM:PAUL DELANEY
Date Issued:10/27/2022
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
275 10/6/2022 7 5452012.56 4340LABC-1231 8.00 N/A 4.001
276 10/27/2022 28 6502012.56 5180LABC-1231 8.00 N/A 4.001
277 10/27/2022 28 6534012.56 5200LABC-1231 8.00 N/A 4.001
278 10/27/2022 28 6386012.56 5080LABC-1231 8.00 N/A 4.003
279 HOLD HOLD 012.56LABC-1231 8.00 N/A 4.00
CC:
5150
Respectfully Submitted By:__________________________________________________________ of Alpha Testing, LLC
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 502160
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