HomeMy WebLinkAbout94251218.0013Rev1.2025-05-23.Concrete Compressive Strength TestReport Number:
Service Date:
Report Date:
Task:
Client
Grapevine, TX
2701 Ira E Woods Avenue
121 Community ParkSawyers Construction, Inc (TX)
Attn: Randy Sawyers
2307 Oak Lane
Suite 210
Grand Prairie, TX 75051
817-268-8600 Reg No: F-3272
Fort Worth, TX 76118-7102
1801 Handley Ederville Rd
Concrete & Reinforcing Steel Observations and Testing
94251218.0013
05/23/25
06/23/25 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 94251218
Specified Strength:28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
260-3
Cow Town
Material Information
0650
1085
Plant:
Ticket No.:
3B
1376011
Field Test Data
Test
Air Content (%):
Result Specification
5 3 - 6
3.0 0 - 3
80 55 - 95
80
147.5
3,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Sample Time:05/23/25 0740
Ousainou Allen
Sunny, mild winds
10/30 10
0
0
Sidewalks Southeast of site and along
2900 Mustang Dr
Sample Location:
Placement Method:Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards:Batch Size (cy):
Sidewalk along 2900 Mustang DrPlacement Location:
Sample Description:4-inch diameter cylinders
Laboratory Test Data
Set Avg Diam.Area DateDate Test
Age at
Load
Max
Strength
Comp
Frac
No.ID
Spec
Received Tested (days)Type(in)(sq in)(lbs)(psi)
Tested
ByCond.
Cyl.
1 A 4.00 12.57 05/27/25 05/30/25 7 40,280 2 CAPGood 3,210
1 B 4.00 12.57 05/27/25 06/20/25 28 49,210 3 CAPGood 3,920
1 C 4.00 12.57 05/27/25 06/20/25 28 51,550 2 CAPGood 4,100
1 D 4.00 12.57 05/27/25 06/20/25 28 49,150 2 CAPGood 3,910
Average (28 days) 3,980
1 E 05/27/25 Hold
Initial Cure:Final Cure:Outside Plastic Lids Moist Room
Comments:Average compressive strength of 28 day cylinders complies with the specified strength.
Note: Reported air content does not include Aggregate Correction Factor (ACF).
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples.Services:
Reported To:
Contractor:
Report Distribution:
(1) Sawyers Construction, Inc (TX), Randy
Sawyers
(1) Sawyers Construction, Inc (TX), Brandy
Altonji
(1) Sawyers Construction, Inc (TX), Maribel
Cortez
Doyle Mackey
Senior Project Manager
Sanchez Construction
Greg Sutheimer with Sawyer Construction
Reviewed By:
ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231Test Methods:
Terracon Rep.: Ousainou Allen
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be
reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location (s) referenced and
are not necessarily indicative of the properties of other apparently similar or identical materials .
Page 1 of 1CR0001, 3-31-22, Rev.7
Exhibit
1801 Handley Ederville Rd Fort Worth, TX
76118-7102
817-268-8600 terracon.com
121 Community Park
Concrete Compressive
Strength Test
A-1
Report Number:
94251218.0013
Service Date:
05/23/2025
Employee:
Allen, Ousainou
Scale:
Refer to Drawing
Test
Retested / Accepted
Deviation