UES_-_Concrete_Compression_Test_07-18-2025.pdf
PDF 10 KB Posted
- 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 the Waxahachie City Hall Renovation project located at 401 South Rogers Street. The report documents cylinder compression testing of concrete samples placed on July 18, 2025, at 7:20 AM in the parking lot paving area, with samples cast by UES and cured in accordance with ASTM C-31 specifications. Testing was conducted on samples at 7 days and 28 days after placement, with the 28-day compressive strength results from four tested cylinders averaging 4,150 PSI, which exceeds the specified strength requirement of 4,000 PSI. All four 28-day samples (Lab Nos. C-1231-22, 23, 24) demonstrated compressive strength values ranging from 4,110 to 4,180 PSI, confirming compliance with project specifications. The concrete was supplied by Martin Marietta (Plant 240) with Delivery Ticket No. 9107933, and the test report was issued on August 15, 2025.
The report indicates that concrete samples were cured using an initial protected area method with a lid and final curing in a moist room environment. Testing was performed in accordance with ASTM C-231 and related standards including ASTM C31, C39, C78, C109, C138, C143, C172, C173, C193, C617, C780, C1064, C1019, and C1231. All test results are applicable only to the samples tested and are not indicative of identical or similar specimens elsewhere on the project. A fifth sample (Lab No. C-1231-25) was placed on hold with testing results pending. The report was prepared by Mark Wolf, PE, and the findings support the structural integrity of the concrete placement for the parking lot paving component of the City Hall renovation project.
View the file
Other files
Show all 43
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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 .