St Ann Catholic-LR061103CONCRETE COMPRESSIVE STRENGTH TEST
R rt K1- tuber 94061334 0004
Irerracon
epo
Service Date. October 23, 2006 Dallas, Carpenter Fn Ste #100
Dallas, Texas 75247 7
(214) 630 -1010
Client: Report Date: November 03, 2006
St Ann Catholic Church Project: St. Ann Catholic Parish
Attn Jennifer Lindsey New Addition
180 Samuel Blvd 180 Samuel Blvd
Coppell TX 75019 Coppell, TX
Project No : 94061334
Material Information
Specified Strength 3600 psi c@ 28 Days
Batch Time
8 17am
Supplier
Lattimore
Truck No
1050
Mix I D No
1701
Plant. 3
Ticket No 3222083
Field Test Data
Test
Result
Sample Information
Date Cast: October 23, 2006 Time 9:22am
Sampled by Ira S Haynes
Weather Conditions Clear
Accumulative Yards: 80
Placement Method Direct Discharge
Sample Locations See attached sketch for Location #1
Placement Location Pavement, Parking Lot
Specification
3 -5
3 -6
Test Method
Slump, inches:
Air Content, %
Concrete Temperature, OF
Ambient Temperature,oF
Plastic Unit Weight, pcf
500
43
73
64
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
1 1 600 28.27
1 2
1 3
1 4
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date
Test Load Strength
Tested
(days (lbs) (psi)
10/30/2006
7 95,190 3,370
11/20/2006
28
11/20/2006 28
12/18/2006 56
Comments Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
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 2 01- ACSR01 -F—Hey
CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
Report Number: 94061334 0004
Dallas, Carpenter Frwy, Ste #100
Service Date. October 23, 2006
Dallas, Texas 75247
(214) 630 -1010
Client, Report Date: November 03, 2006
St Ann Catholic Church Project: St. Ann Catholic Parish
Attn Jennifer Lindsey New Addition
180 Samuel Blvd 180 Samuel Blvd
Coppell TX 75019 Coppell, TX
Project No.: 94061334
Material Information
Specified Strength 3600 psi c@ 28 Days
Batch Time 11 Plant. 3
Supplier Lattimore
Truck No 5022 Ticket No 3222096
Mix I D No 1701
Water Added Onsite Before Test. 15 Gallons
Water Added Onsite After Test. 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %
Concrete Temperature, of
Ambient Temperature,OF
Plastic Unit Weight, pcf*
Result
5.25
43
83
77
Sample Information
Date Cast. October 23, 2006 Time 11 45am
Sampled by Ira S Haynes
Weather Conditions: Clear
Accumulative Yards: 140/156
Placement Method Direct Discharge
Sample Locations. See attached sketch for Location #2
Placement Location Pavement, Parking Lot, N Parking
Specification
3 -5
3 -6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) ( sq. inches Tested (days (Ibs) (psi)
2 1 600 28.27 10/30/2006 7 103,510 3,660
2 2
11/20/2006
28
2 3
11/20/2006
28
2 4
12/18/2006
56
Comments Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Terracon Rep Ira S Haynes
Report Distribution
(1) St Ann Catholic Church (1) TechniStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by
(1) City of Coppell TX
(1) Page Southerland Page A. Bulent Ethem, P G.
Project 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 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 2 of 2 01-AMR01 F re Hey
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