HomeMy WebLinkAboutCONCRETE PAVING - F241078-1454602,1454602,1454602 - 9-17-2024Concrete 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: TURNING LANE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1454602-S1
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/6/2024
Time Placed:5:05 AM
5.00
3.5
70
90
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Bruner, Yusuf
Plant Number:955e
Delivery Ticket No.:91491063
144
Batch Time:4:14:00 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:9913HA-3
Break
Type:
Sample Location:15'N 28'NW OF NWC HAMPTON INN 1750 ST HWY 121
PM:RONNIE YEOMAN
Date Issued:09/14/2024
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
659 9/13/2024 7 4757012.56 3790LABC-1231 8.00 N/A 4.003
660 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
661 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
662 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
663 11/1/2024 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 592867
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 3
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: TURNING LANE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1454602-S2
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/6/2024
Time Placed:6:20 AM
5.00
3.0
74
85
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Bruner, Yusuf
Plant Number:955E
Delivery Ticket No.:91491072
144
Batch Time:5:44:00 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:9913HA-3
Break
Type:
Sample Location:75'N 28'NW OF NWC HAMPTON INN 1750 ST HWY 121
PM:RONNIE YEOMAN
Date Issued:09/14/2024
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
664 9/13/2024 7 6022012.56 4790LABC-1231 8.00 N/A 4.003
665 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
666 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
667 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
668 11/1/2024 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 592868
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 3
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: TURNING LANE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1454602-S3
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/6/2024
Time Placed:8:05 AM
5.00
3.0
74
90
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Bruner, Yusuf
Plant Number:955E
Delivery Ticket No.:91491089
144
Batch Time:7:32:00 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:9913HA-3
Break
Type:
Sample Location:260'N 28'NW OF NWC HAMPTON INN 1750 ST HWY 121
PM:RONNIE YEOMAN
Date Issued:09/14/2024
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
669 9/13/2024 7 5039012.56 4010LABC-1231 8.00 N/A 4.003
670 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
671 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
672 10/4/2024 28 012.56 0LABC-1231 8.00 N/A 4.00
673 11/1/2024 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 592869
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 3