HomeMy WebLinkAboutCONCRETE PAVING - F241078-1493374,1493374,1493374,1493374,1493374 -11-17-2024Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: FIRELANE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1493374-S1
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:11/12/2024
Time Placed:5:00 AM
3.75
3.7
52
86
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Everly, Keishawn
Plant Number:952
Delivery Ticket No.:91652999
141.2
Batch Time:4:21:00 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-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:UES
Cured Specification:ASTM C-31
Mix ID:AEA
Break
Type:
Sample Location:15'S 75'E OF NE CORNER
PM:RONNIE YEOMAN
Date Issued:12/11/2024
Specified Strength:4000
Result Specification
3-5
3-6
N/A
N/A
N/A
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
Truck Number:N/A
857 11/19/2024 7 12198028.27 4310LABC-1231 12.00 N/A 6.001
858 12/10/2024 28 16867028.27 5970LABC-1231 12.00 N/A 6.001
859 12/10/2024 28 15935028.27 5640LABC-1231 12.00 N/A 6.003
860 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
5800
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604737
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
This report is in general compliance with one or more of the following technical standards:
ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231
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 UES.
Page 1 of 5
Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: FIRELANE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1493374-S2
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:11/12/2024
Time Placed:6:20 AM
3.75
3.8
50
77
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Everly, Keishawn
Plant Number:952
Delivery Ticket No.:91653008
141.6
Batch Time:5:50:00 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:UES
Cured Specification:ASTM C-31
Mix ID:AEA
Break
Type:
Sample Location:50'N OF NE CORNER
PM:RONNIE YEOMAN
Date Issued:12/11/2024
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
Truck Number:N/A
861 11/19/2024 7 12201028.27 4320LABC-1231 12.00 N/A 6.002
862 12/10/2024 28 16585028.27 5870LABC-1231 12.00 N/A 6.001
863 12/10/2024 28 16181028.27 5720LABC-1231 12.00 N/A 6.001
864 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
5800
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604738
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
This report is in general compliance with one or more of the following technical standards:
ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231
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 UES.
Page 2 of 5
Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: FIRELANE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1493374-S3
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:11/12/2024
Time Placed:8:00 AM
4.5
4.2
50
70
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Everly, Keishawn
Plant Number:952
Delivery Ticket No.:91653020
140
Batch Time:7:29:00 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:UES
Cured Specification:ASTM C-31
Mix ID:AEA
Break
Type:
Sample Location:45'N 60' W FROM THE NE CORNER
PM:RONNIE YEOMAN
Date Issued:12/11/2024
Specified Strength:4000
Result Specification
3-5
3-6
N/A
N/A
N/A
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
Truck Number:N/A
866 11/19/2024 7 10355028.27 3660LABC-1231 12.00 N/A 6.003
867 12/10/2024 28 13636028.27 4820LABC-1231 12.00 N/A 6.001
868 12/10/2024 28 13719028.27 4850LABC-1231 12.00 N/A 6.001
869 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4840
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604739
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
This report is in general compliance with one or more of the following technical standards:
ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231
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 UES.
Page 3 of 5
Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: FIRELANE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1493374-S4
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:11/12/2024
Time Placed:10:00 AM
4
4
66
75
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Everly, Keishawn
Plant Number:952
Delivery Ticket No.:91653036
142.4
Batch Time:9:21:00 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-231)
Avg.
Length
Avg.
Width
Avg Depth/
Diameter
Cast By:UES
Cured Specification:ASTM C-31
Mix ID:AEA
Break
Type:
Sample Location:40'N FROM THE NW CORNER
PM:RONNIE YEOMAN
Date Issued:12/11/2024
Specified Strength:4000
Result Specification
3-5
3-6
N/A
N/A
N/A
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
Truck Number:N/A
871 11/19/2024 7 12403028.27 4390LABC-1231 12.00 N/A 6.002
872 12/10/2024 28 14579028.27 5160LABC-1231 12.00 N/A 6.001
873 12/10/2024 28 15377028.27 5440LABC-1231 12.00 N/A 6.002
874 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
5300
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604740
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
This report is in general compliance with one or more of the following technical standards:
ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231
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 UES.
Page 4 of 5
Concrete Compression Test
Report
5058 Brush Creek Rd
Fort Worth, TX 76119
817-496-5600
UES Professional Solutions 44, LLC
TBPELS #813 / TBPG #50341
FIELD DATA
Placement Location:PAVING: FIRELANE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1493374-S5
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:11/12/2024
Time Placed:12:18 PM
4
3.9
74
80
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Everly, Keishawn
Plant Number:952
Delivery Ticket No.:91653057
144.8
Batch Time:11:48:00 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:UES
Cured Specification:ASTM C-31
Mix ID:AEA
Break
Type:
Sample Location:65'N 65'E NW CORNER
PM:RONNIE YEOMAN
Date Issued:12/11/2024
Specified Strength:4000
Result Specification
3-5
3-6
N/A
N/A
N/A
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
Truck Number:N/A
876 11/19/2024 7 13412028.27 4740LABC-1231 12.00 N/A 6.002
877 12/10/2024 28 16559028.27 5860LABC-1231 12.00 N/A 6.001
878 12/10/2024 28 16996028.27 6010LABC-1231 12.00 N/A 6.001
879 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
5940
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 604741
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec
This report is in general compliance with one or more of the following technical standards:
ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231
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 UES.
Page 5 of 5