HomeMy WebLinkAboutCONCRETE PAVING - F241078-1444436,1444436,1444436,1444436,1444436,1444436 - 9-9-2024Concrete 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
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1444436-S1
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/20/2024
Time Placed:5:04 AM
1.50
3.5
94
94
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91650894
147.2
Batch Time:4:34:00 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:200'N 50'W OF SE CORNER
PM:RONNIE YEOMAN
Date Issued:09/09/2024
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
504 8/27/2024 7 3341012.56 2660LABC-1231 8.00 N/A 4.003
505 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
506 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
507 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
508 10/15/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
CC:
0
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590409
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 6
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
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1444436-S2
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/20/2024
Time Placed:6:00 AM
5.00
4.0
83
91
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91650896
147.6
Batch Time:5:17:00 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:150'N 20'W OF SE CORNER
PM:RONNIE YEOMAN
Date Issued:09/09/2024
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
509 8/27/2024 7 3174012.56 2530LABC-1231 8.00 N/A 4.005
510 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
511 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
512 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
513 10/15/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
CC:
0
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590410
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 6
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
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1444436-S3
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/20/2024
Time Placed:7:00 AM
4.00
4.1
85
92
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:76870755
147.4
Batch Time:6:17:00 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:75'N 35'W OF SE CORNER
PM:RONNIE YEOMAN
Date Issued:08/27/2024
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
514 8/27/2024 7 4643012.56 3700LABC-1231 8.00 N/A 4.002
515 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
516 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
517 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
518 10/15/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
CC:
0
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590411
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 6
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
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1444436-S4
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/20/2024
Time Placed:8:03 AM
4.50
4.0
88
94
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91650912
147.4
Batch Time:7:15:00 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:30'N 10'W OF SE CORNER
PM:RONNIE YEOMAN
Date Issued:08/27/2024
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
519 8/27/2024 7 3213012.56 2560LABC-1231 8.00 N/A 4.003
520 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
521 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
522 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
523 10/15/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
CC:
0
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590412
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 6
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
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1444436-S5
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/20/2024
Time Placed:8:43 AM
5.00
4.3
87
94
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91650918
147.1
Batch Time:7:53:00 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:APPROACH 20'S OF NE CORNER
PM:RONNIE YEOMAN
Date Issued:08/27/2024
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
524 8/27/2024 7 3103012.56 2470LABC-1231 8.00 N/A 4.003
525 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
526 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
527 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
528 10/15/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
CC:
0
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590413
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 6
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
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1444436-S6
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/20/2024
Time Placed:11:00 AM
5.50
4.5
99
94
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91650927
147.4
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:APPROACH 20'N OF THE SE CORNER
PM:RONNIE YEOMAN
Date Issued:08/27/2024
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
529 8/27/2024 7 3754012.56 2990LABC-1231 8.00 N/A 4.003
530 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
531 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
532 9/17/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
533 10/15/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
CC:
0
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 590414
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 6 of 6