UES_-_Concrete_Compression_Test_07-18-2025.pdf
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- Solicitation number
- ITB-2026-3-1
- Issued by
- Ellis County, Texas
About this file
This is a Concrete Compression Test Report prepared by UES Professional Solutions for the City of Waxahachie, Texas Utilities Department regarding concrete testing conducted at the Waxahachie City Hall Renovation project located at 401 South Rogers Street. The report documents cylinder compression testing performed in accordance with ASTM C-231 and C-31 standards on concrete samples obtained from paving work at the site. Testing was conducted on samples cast on July 18, 2025, with the concrete supplied by Martin Marietta (Plant 240, Delivery Ticket No. 9107933). Multiple cylinders were tested at 7-day and 28-day cure intervals, with testing completed on July 25, 2025, and August 15, 2025, respectively. The samples were cured using protected area methods initially and subsequently in a moist room environment.
The test results demonstrate compliance with project specifications, with an average 28-day compressive strength of 4,150 PSI against a specified strength requirement of 4,000 PSI. Four of five test cylinders (numbered 21-24) were successfully tested at the 28-day mark, yielding compressive strengths ranging from 4,110 to 4,180 PSI. The fifth cylinder (numbered 25) was placed on hold with no test result recorded. All tested samples exhibited compressive strengths exceeding the 4,000 PSI specification, confirming the concrete quality meets project requirements for the paving application. The report was issued on August 15, 2025, and prepared under TBPELS #813 and TBPG #50341 credentials.
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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: WAXAHACHIE CITY HALL RENOVATION
401 SOUTH ROGERS STREET
Our Report #: F250489-1664930-S2
CITY OF WAXAHACHIE - UTILITIES DEPARTMENT
PO BOX 757
WAXAHACHIE, TX 75168
DNC MICHAEL SCOTTATTN:
Date Placed: 7/18/2025 Time Placed: 7:20 AM
5.00 5.0
Date Received: N/A
Concrete Supplier: MARTIN MARIETTA
Submitted By: Bruner, Yusuf
Plant Number: 240 Delivery Ticket No.: 9107933
Batch Time: 6:48:00 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: R3141K24
Break Type:
Sample Location: 10'S 20'E FROM NW CORNER OF PARKING LOT
PM: MARK WOLF
Date Issued: 08/15/2025
Specified Strength: 4000
Result
Air Content:
Ambient Temp (F):
Concrete Temp (F):
Unit Weight:
Slump (ASTM C-143):
Weather:
Wind:
N/A
Initial Curing Method: Protected Area, Covered with Lid Final Curing Method: Moist Room
Truck Number: N/A
21 7/25/2025 7 4822012.56 3840LAB C-1231 8.00 N/A 4.002
22 8/15/2025 28 5236012.56 4170LAB C-1231 8.00 N/A 4.002
23 8/15/2025 28 5168012.56 4110LAB C-1231 8.00 N/A 4.002
24 8/15/2025 28 5255012.56 4180LAB C-1231 8.00 N/A 4.003
25 HOLD HOLD 012.56 0LAB C-1231 8.00 N/A 4.00
Average 28-day Compressive Strength is compliant with project specifications
CC:
Respectfully Submitted By:__________________________________________________________ of UES
Geotechnical Engineering * Construction Materials Testing * Environmental Engineering * Consulting 650602
Break Types: 1: Cone 2: Cone and Split 3: Columnar 4: Diagonal 5: Single Sided Fracture 6: Double Sided Fracture * = Specification out of spec This report is in general compliance with one or more of the following technical standards:
ASTM C31, C39, C78, C109, C138, C143, C172, C173, C231, C193, C617, C780, C1064, C1019, and/or C1231 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.
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