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 documenting concrete testing results for the Waxahachie City Hall Renovation project located at 401 South Rogers Street. The report documents cylinder compression testing conducted on concrete samples placed on July 18, 2025, at 7:20 a.m. from Martin Marietta concrete supplier (Plant 240, Delivery Ticket No. 9107933). Testing was performed in accordance with ASTM C-31 curing specifications and ASTM C-231 compression test standards. Five concrete cylinders were cast and tested at various intervals, with four cylinders tested at 28 days after placement (August 15, 2025) and one cylinder held in reserve. The cylinders were sampled from a location 10 feet south and 20 feet east from the northwest corner of the parking lot, and the concrete was cured using initial protection with a covered lid followed by final curing in a moist room environment.
The concrete demonstrated compliance with project specifications, achieving an average 28-day compressive strength of 4,150 PSI against the specified strength requirement of 4,000 PSI. Individual 28-day test results ranged from 4,110 to 4,180 PSI across the four tested cylinders (Lab Nos. 21-24), with each specimen exhibiting the required 12.56 square inch cross-sectional area and 8.00-inch average height. The report was issued on August 15, 2025, by Mark Wolf, PE, and confirms that the concrete paving materials meet all applicable technical standards for the renovation project. The testing was conducted under ambient conditions and documented all relevant field data including concrete temperature, slump measurements, unit weight, and air content in accordance with ASTM standards.
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Text version
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.
File details come from the government source that posted it. Updated .