HomeMy WebLinkAboutCONCRETE PAVING - F241078-1455815,1455815 -10-30-2024Concrete 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: AREA 5 ON WEST SIDE OF JOB SITE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1455815-S1
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/11/2024
Time Placed:8:45 AM
6
5
72
90
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Mendoza, Andrew
Plant Number:955a
Delivery Ticket No.:91491267
145.6
Batch Time:7:08:00 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 NW CORNER BLDG 4
PM:RONNIE YEOMAN
Date Issued:10/09/2024
Specified Strength:4000
Results Specification
3-5
2-6
N/A
N/A
N/A
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Drizzle
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
Truck Number:N/A
709 9/18/2024 7 3925012.56 3120LABC-1231 8.00 N/A 4.003
710 10/9/2024 28 5479012.56 4360LABC-1231 8.00 N/A 4.002
711 10/9/2024 28 5562012.56 4430LABC-1231 8.00 N/A 4.002
712 10/9/2024 28 5482012.56 4360LABC-1231 8.00 N/A 4.003
713 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4380
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594234
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 2
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: AREA 5 ON WEST SIDE OF JOB SITE
Project Desc:121 COMMERCE CENTER ADDITION (LOT 1)
OFF GENESIS WAY AND ENCHANTED WAY
Our Report #:F241078-1455815-S2
GTIS ACQUISITIONS, LLC
787 SEVENTH AVENUE, 50TH FLOOR
NEW YORK, NY 10019
KYLE ROBERSONATTN:
Date Placed:9/11/2024
Time Placed:10:15 AM
5.5
5
71
88
Date Received:N/A
Concrete Supplier:HOLCIM
Submitted By:Mendoza, Andrew
Plant Number:955A
Delivery Ticket No.:91651366
145.2
Batch Time:9:31:00 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:50'N 30'W OF NW CORNER OF BLDG 4
PM:RONNIE YEOMAN
Date Issued:10/09/2024
Specified Strength:4000
Results Specification
3-5
2-6
N/A
N/A
N/A
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
Drizzle
Initial Curing Method:Protected Area, Covered with Lid
Final Curing Method:Moist Room
Truck Number:N/A
714 9/18/2024 7 4762012.56 3790LABC-1231 8.00 N/A 4.003
715 10/9/2024 28 5410012.56 4310LABC-1231 8.00 N/A 4.002
716 10/9/2024 28 5552012.56 4420LABC-1231 8.00 N/A 4.002
717 10/9/2024 28 5737012.56 4570LABC-1231 8.00 N/A 4.002
718 HOLD HOLD 012.56 0LABC-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
4430
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 594241
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 2