Bank One-LR031030MORTAR COMPRESSIVE STRENGTH TEST
Report Number: 94031289.0063
Service Date: October 1,2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Bank One Texas NA
Attn: Danny Buckner
8111 Preston Suite 250
Dallas TX 75225
Report Date: October 30, 2003
Project: Bank Qne - Coppell TX
616 North Denton Tap Rd
Coppell, TX
Project Number: 94031289
Contractor:
Mortar Supplier:
Plant: On-Site
Specification Requirements:
Strength: 1800 psi ~ 28 Days
Test Methods:
ASTM C109
ASTM C270
Cube
Marked
Set No.
1
PROJECT DATA
Mortar Mix I.D.: Type S
Placement Date: 10/01/2003 Batch Time: 10:05am
Time Sampled: 10:15am By: Joseph B. Gordon
Weather Conditions: Clear
Temperature (F)- Air 73 °F Mortar: 79 °F
Truck No: Ticket No:
Sample Size: 2 x 2 x 2
Sample Location: Course 28
Placement Location: Line A from 2 to 4 courses 25-35
REPORT OF TESTS
Measured Measured Maximum Compressive
Slump Flow Date Age Load Strength
(inches) (seconds) Tested (days) (lbs. force) (psi)
10/08/2003 7 13040 3,260
1 2 10/29/2003 28 15530 3,880
1 3 10/29/2003 28 15780 3,950
Average 3,920
Services- Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive
strength determination.
Technician: Joseph B. Gordon
Report Distribution:
(1) Bank One Texas NA
(1) City of Coppell TX
(1) Aguirre Building Systems
(1) City of Coppell TX
Reviewed by:
HBC/Terracon
Hussein H.~ us~ad, PE.
Senior Proiect Manager
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 approval of Terracon 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