HomeMy WebLinkAboutCONCRETE PAVING - F241078-1447501,1447501,1447501,1447501 - 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: NORTH EAST SECTION OF PARKING LOT, POUR 4
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1447501-S1
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/26/2024
Time Placed:5:15 AM
4
3
84
94
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Kemble, Robert
Plant Number:1
Delivery Ticket No.:91490515
145.6
Batch Time:4:27:00 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'N 10'E OF SW CORNER OF POUR 4
PM:RONNIE YEOMAN
Date Issued:09/03/2024
Specified Strength:4000
Results Specification
3-5
3-6
N/A
35-90
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
584 9/2/2024 7 4775012.56 3800LABC-1231 8.00 N/A 4.002
585 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
586 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
587 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
588 10/21/2024 56 012.56 0LABC-1231 8.00 N/A 4.00
Notes:Notified Foreman Victor with Pavecon of temp being over 90, notified Victor of Slump being over 5 (Victor advised he would except up
to a 6 slump).Super Attendant was not on job site. Holcim acceptable temp is 100.
CC:
0
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 591459
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 4
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: NORTH EAST SECTION OF PARKING LOT, POUR 4
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1447501-S2
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/26/2024
Time Placed:6:10 AM
6
5.5
84
94
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Kemble, Robert
Plant Number:1
Delivery Ticket No.:91490522
140.4
Batch Time:4:57:00 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:5'N 20'E OF SW CORNER OF POUR 4
PM:RONNIE YEOMAN
Date Issued:09/04/2024
Specified Strength:4000
Results Specification
3-5
3-6
N/A
35-90
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
589 9/2/2024 7 3950012.56 3140LABC-1231 8.00 N/A 4.002
590 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
591 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
592 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
593 10/21/2024 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 591460
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 4
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: NORTH EAST SECTION OF PARKING LOT, POUR 4
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1447501-S3
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/26/2024
Time Placed:7:20 AM
6
5.5
84
92
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Kemble, Robert
Plant Number:1
Delivery Ticket No.:91490535
140.4
Batch Time:6:32:00 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:5409
Break
Type:
Sample Location:100'N 25'E OF SW CORNER OF POUR 4
PM:RONNIE YEOMAN
Date Issued:09/03/2024
Specified Strength:4000
Results Specification
3-5
3-6
N/A
35-90
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
594 9/2/2024 7 3900012.56 3110LABC-1231 8.00 N/A 4.002
595 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
596 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
597 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
598 10/21/2024 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 591461
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 4
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: NORTH EAST SECTION OF PARKING LOT, POUR 4
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1447501-S4
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:8/26/2024
Time Placed:8:30 AM
5
4
84
90
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Kemble, Robert
Plant Number:1
Delivery Ticket No.:91490544
141.2
Batch Time:7:18:00 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 30'E OF SW CORNER OF POUR 4
PM:RONNIE YEOMAN
Date Issued:09/03/2024
Specified Strength:4000
Results Specification
3-5
3-6
N/A
35-90
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
599 9/2/2024 7 3840012.56 3060LABC-1231 8.00 N/A 4.002
600 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
601 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
602 9/23/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
603 10/21/2024 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 591462
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 4