HomeMy WebLinkAboutCONCRETE PAVING - F241078-1457995,1458040,1458041,1458041,1458041,1458041,1458041 -10-30-24Concrete 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: W SIDE PARKING
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1457995
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/11/2024
Time Placed:7:27 AM
7.25
4.0
70
85
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Eaton, Robert
Plant Number:956
Delivery Ticket No.:76871038
144.3
Batch Time:6:10:00 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:440'S 120'W FROM NWC OF OFFICE BUILDING
PM:RONNIE YEOMAN
Date Issued:10/09/2024
Specified Strength:4000
Results
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Cloudy
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
Truck Number:N/A
674 9/18/2024 7 5338012.56 4250LABC-1231 8.00 N/A 4.003
675 10/9/2024 28 6061012.56 4830LABC-1231 8.00 N/A 4.002
676 10/9/2024 28 6290012.56 5010LABC-1231 8.00 N/A 4.002
677 10/9/2024 28 6307012.56 5020LABC-1231 8.00 N/A 4.002
678 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4950
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 593747
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 7
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:SIDEWALK
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1458040
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/12/2024
Time Placed:5:45 AM
5.50
4.0
69
80
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Alvarado, Henry
Plant Number:952
Delivery Ticket No.:91651404
145
Batch Time:4:32:00 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:5177
Break
Type:
Sample Location:80' SOUTHBOUND ENCHANTMENT WAY
PM:RONNIE YEOMAN
Date Issued:10/10/2024
Specified Strength:3000
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
679 9/19/2024 7 3749012.56 2980LABC-1231 8.00 N/A 4.002
680 10/10/2024 28 6812012.56 5420LABC-1231 8.00 N/A 4.003
681 10/10/2024 28 6693012.56 5330LABC-1231 8.00 N/A 4.003
682 10/10/2024 28 6932012.56 5520LABC-1231 8.00 N/A 4.003
683 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
5420
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 593939
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 7
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 #:F241078-1458041-S1
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/13/2024
Time Placed:5:29 AM
4.00
3.0
67
84
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91651432
147.2
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:UES
Cured Specification:ASTM C-31
Mix ID:5409
Break
Type:
Sample Location:2'S 5'E OF N BOUND SERVICE RD APPROACH
PM:RONNIE YEOMAN
Date Issued:10/12/2024
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
684 9/20/2024 7 5566012.56 4430LABC-1231 8.00 N/A 4.002
685 10/11/2024 28 7231012.56 5760LABC-1231 8.00 N/A 4.003
686 10/11/2024 28 7222012.56 5750LABC-1231 8.00 N/A 4.003
687 10/11/2024 28 7241012.56 5770LABC-1231 8.00 N/A 4.003
688 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
5760
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594169
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 7
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 #:F241078-1458041-S2
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/13/2024
Time Placed:6:00 AM
4.00
3.2
67
83
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91651079
148.8
Batch Time:5:12:00 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:10'S 55'E OF N BOUND SERVICE RD APPROACH
PM:RONNIE YEOMAN
Date Issued:10/12/2024
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
689 9/20/2024 7 5330012.56 4240LABC-1231 8.00 N/A 4.002
690 10/11/2024 28 6486012.56 5160LABC-1231 8.00 N/A 4.003
691 10/11/2024 28 6236012.56 4960LABC-1231 8.00 N/A 4.002
692 10/11/2024 28 6362012.56 5070LABC-1231 8.00 N/A 4.003
693 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
5060
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594170
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 7
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 #:F241078-1458041-S3
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/13/2024
Time Placed:8:15 AM
5.00
6.3
70
82
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91651441
147.6
Batch Time:6:47:00 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:40'S 25'E OF N BOUND SERVICE RD APPROACH
PM:RONNIE YEOMAN
Date Issued:10/12/2024
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
694 9/20/2024 7 5252012.56 4180LABC-1231 8.00 N/A 4.002
695 10/11/2024 28 6112012.56 4870LABC-1231 8.00 N/A 4.002
696 10/11/2024 28 6097012.56 4850LABC-1231 8.00 N/A 4.003
697 10/11/2024 28 6084012.56 4840LABC-1231 8.00 N/A 4.003
698 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4850
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594171
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 7
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 #:F241078-1458041-S4
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/13/2024
Time Placed:9:37 AM
7.50
7.0
75
86
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91651089
148
Batch Time:8:25:00 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:70'S 35'E OF N BOUND SERVICE RD APPROACH
PM:RONNIE YEOMAN
Date Issued:10/12/2024
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
699 9/20/2024 7 4382012.56 3490LABC-1231 8.00 N/A 4.003
700 10/11/2024 28 5609012.56 4470LABC-1231 8.00 N/A 4.003
701 10/11/2024 28 5384012.56 4290LABC-1231 8.00 N/A 4.002
702 10/11/2024 28 5481012.56 4360LABC-1231 8.00 N/A 4.002
703 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4370
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594172
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 7
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 #:F241078-1458041-S5
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/13/2024
Time Placed:10:34 AM
6.50
4.3
80
88
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:James, Mark
Plant Number:952
Delivery Ticket No.:91651454
148.2
Batch Time:9:36:00 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:100'S 30'E OF N BOUND SERVICE RD APPROACH
PM:RONNIE YEOMAN
Date Issued:10/30/2024
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
704 9/20/2024 7 3925012.56 3120LABC-1231 8.00 N/A 4.001
705 10/11/2024 28 5718012.56 4550LABC-1231 8.00 N/A 4.002
706 10/11/2024 28 5522012.56 4400LABC-1231 8.00 N/A 4.002
707 10/11/2024 28 5659012.56 4510LABC-1231 8.00 N/A 4.002
708 11/8/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4490
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594173
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 7 of 7