Gateway BP(1.4)-LR180402 (3)CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
94171346.0167
04/02/18
04/10/18 Revision 1 -
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Haverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
Haverty's Warehouse Expansion
770 Gateway Blvd
Coppell, TX 75019
Project
Project Number: 94171346
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Sample Time:
Batch Size (cy):
04/02/18 0545
Ali Kadhim
Cloudy
Samples Were:
Direct Discharge
10
0
Molded
G/2
Leaveouts @ A-G/1-2.5, A-A.5/1-10 &
A-G/8.8-10
Placement Location:
Specified Strength:psi @ days
Mix ID:
Supplier:
Batch Time:
Truck No.:
Material Information
Plant:
Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
28
YX140006
Martin Marietta
0446 131
6850 4598588
5 3- 8
1.9 0 - 4
56
49
146.3
500
Laboratory Test Data
Set
Average
Width Length Date
Average Span
Tested
Date Test
Age at
Load
Max Modulus
Specimen
No.ID (in)
Depth
(in)(in)Received (days)(lbs)
of Rupture
(psi)
(Third-Point Loading)
1 1 6.05 6.40 18 04/05/18 3 8,330 605
1 2 6.03 6.20 18 04/09/18 7 7,380 575
1 3 6.05 6.39 18 04/09/18 7 8,300 605
Average (7 days) 590
1 4 18 04/16/18 14
1 5 18 04/30/18 28
1 6 18 04/30/18 28
Bearing Surface:Leather Shims Used
Initial Cure:Final Cure:Outside Moist Room
NOTE: This Concrete Compressive Strength Test report is being submitted to you prior to the first compressive
strength test because at least one field test performed during placement did not meet the project
specifications. The field test data was reported verbally to the on-site representative. Please refer to
the Field Test Data section of the report.
Compressive strength test results will be submitted at the testing frequency specified, after the
laboratory compressive strength tests are complete.
Comments:
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.
CR0002, 11-16-12, Rev.6 Page 1 of 2
CONCRETE BEAM FLEXURAL STRENGTH TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
Client
94171346.0167
04/02/18
04/10/18 Revision 1 -
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Haverty Furniture Co Inc
Attn: Glenn Boone
780 Johnson Ferry Rd NE Ste 800
Atlanta, GA 30342
Haverty's Warehouse Expansion
770 Gateway Blvd
Coppell, TX 75019
Project
Project Number: 94171346
Samples Made By: Terracon
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast flexural strength samples.Services:
Reported To:
Contractor:
Report Distribution:
(1) Haverty Furniture Co Inc, Glenn Boone (1) City of Coppell TX, Marcus Marion
(1) Kajima Building & Design Group Inc., Craig
Farwick
(1) Kajima Building & Design Group Inc., Juan
Hernandez
(1) Kent Companies, George Sellers (1) Macgregor Assoc Architects, Muhammed
Dikko
Joel Warriner, P.E.
Senior Project Manager
Reviewed By:
Test Methods:
Terracon Rep.: Ali Kadhim
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.
CR0002, 11-16-12, Rev.6 Page 2 of 2