HomeMy WebLinkAboutCONCRETE PAVING - F241078-1442397,1442397,1442397,1442397,1442397 -10-3-2024Concrete 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:PARKING LOT, E SIDE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1442397-S1
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/16/2024
Time Placed:5:50 AM
7.00
3.5
82
95
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Alvarado, Henry
Plant Number:952
Delivery Ticket No.:91650820
145
Batch Time:4:50:00 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:5409
Break
Type:
Sample Location:TOP LEFT QUAD. SOUTH ENTRANCE
PM:RONNIE YEOMAN
Date Issued:10/11/2024
Specified Strength:4000
Results
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:5409
475 8/23/2024 7 8229028.27 2910LABC-1231 12.00 N/A 6.002
476 9/13/2024 28 11526028.27 4080LABC-1231 12.00 N/A 6.002
477 9/13/2024 28 11700028.27 4140LABC-1231 12.00 N/A 6.002
478 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4110
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589964
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 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:PARKING LOT, E SIDE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1442397-S3
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/16/2024
Time Placed:7:40 AM
7.00
3.5
82
95
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Alvarado, Henry
Plant Number:952
Delivery Ticket No.:91650840
145
Batch Time:6:42:00 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:UES
Cured Specification:ASTM C-31
Mix ID:5409
Break
Type:
Sample Location:140'N OF S END APPROACH, 20'SW OF ENCHANTMENT
PM:RONNIE YEOMAN
Date Issued:10/11/2024
Specified Strength:4000
Results
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
483 8/23/2024 7 8011028.27 2830LABC-1231 12.00 N/A 6.002
484 9/13/2024 28 11409028.27 4040LABC-1231 12.00 N/A 6.003
485 9/13/2024 28 11502028.27 4070LABC-1231 12.00 N/A 6.002
486 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4060
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589966
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 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:PARKING LOT, E SIDE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1442397-S4
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/16/2024
Time Placed:9:00 AM
6.50
3.5
95
95
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Alvarado, Henry
Plant Number:952
Delivery Ticket No.:91650855
144
Batch Time:8:34:00 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:5409
Break
Type:
Sample Location:120'N, 70'W OF ENCHANTMENT
PM:RONNIE YEOMAN
Date Issued:10/11/2024
Specified Strength:4000
Results
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
487 8/23/2024 7 5995028.27 2120LABC-1231 12.00 N/A 6.002
488 9/13/2024 28 11495028.27 4070LABC-1231 12.00 N/A 6.003
489 9/13/2024 28 11505028.27 4070LABC-1231 12.00 N/A 6.002
490 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4070
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589967
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 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:PARKING LOT, E SIDE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1442397-S5
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/16/2024
Time Placed:10:00 AM
7.25
3.7
89
95
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Alvarado, Henry
Plant Number:952
Delivery Ticket No.:91650858
145
Batch Time:8:56:00 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:5409
Break
Type:
Sample Location:250'N, 50'W OF ENCHANTMENT
PM:RONNIE YEOMAN
Date Issued:10/11/2024
Specified Strength:4000
Results
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
491 8/23/2024 7 6038028.27 2140LABC-1231 12.00 N/A 6.002
492 9/13/2024 28 11633028.27 4110LABC-1231 12.00 N/A 6.002
493 9/13/2024 28 11529028.27 4080LABC-1231 12.00 N/A 6.003
494 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4100
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589968
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 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:PARKING LOT, E SIDE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1442397-S6
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/16/2024
Time Placed:11:20 AM
7.00
3.5
94
96
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Alvarado, Henry
Plant Number:952
Delivery Ticket No.:91650867
145
Batch Time:10:12:00 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:5409
Break
Type:
Sample Location:68'W OF ENCHANTMENT
PM:RONNIE YEOMAN
Date Issued:10/11/2024
Specified Strength:4000
Results
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
495 8/23/2024 7 5837028.27 2060LABC-1231 12.00 N/A 6.002
496 9/13/2024 28 11862028.27 4200LABC-1231 12.00 N/A 6.002
497 9/13/2024 28 11655028.27 4120LABC-1231 12.00 N/A 6.003
498 HOLD HOLD 028.27 0LABC-1231 12.00 N/A 6.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4160
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 589969
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 UES.
Page 5 of 5