St Ann Catholic-LR010122CONCRETE COMPRESSIVE ,¢"-"IENGTH TEST
ENGI -t~JT~JN( ;. ] NC
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 22, 2001
Client: St. Ann's Catholic Community Project: St. Ann's Catholic Church
Attn: Monsignor Kilian Broderick 180 Samuel Boulevard
180 Samuel Boulevard Coppell, Texas
Coppell TX 75019 Service Date: December 20, 2000
Project Number: 94001152
Report Number: 0033041
Material Information Sample Information
Specified Strength: 4000 psi @ 28 Days Sample Time: 2:32pm
Technician: Roy Montgomery
Batch Time: 1:30pm Weather Conditions: Clear, windy
Supplier: TXI Plant: 42 Accumulative Yards: 10
Truck No: 107 Ticket No: 2798865 Placement Method:
Mix I.D. No.: 9507 Sample Locations: See placement location
Placement Location: Grbund Level, Columns M/19, F/19, E/19
and D/19
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 3-5" ASTM C-143
Air Content, %: N/A N/A ASTM C-172
Concrete Temperature,O F: 64 ASTM C-39
Ambient Temperature, o F: 58
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
1 1 6.00 12/27/2000 7 121,040 4,280
1 2 6.00 12/27/2000 7 117,290 4,150
Average 4,220
1 3 6.00 01/17/2001 28 164,590 5,820
I 4 6.00 01/17/2001 28 169,310 5,990
Average 5,910
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Report Distribution: ~~~i g, Inc.
(1) St. Ann's Catholic Community (1) Datum Engineering, Inc.
(1) Centex Construction (1) City of Coppell Reviewed by:./J~~'c~,~ ~v /
(1) City of Coppell I eland, P.E.
(1) Alliance Architects Senior Project Engineer
The tests were performed in general accordance with applicable ASTM 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.
Page 1 of 1 o,.~,.F~.~