St Ann Catholic-LR061124CONCRETE COMPRESSIVE STRENGTH TEST
Irerracon
Report Number: 94061334.0019 8901 Carpenter Frwy, Ste #100
Service Date: November 14, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 24, 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 @ 28 Days
Batch Time: 7:10 AM Plant: 6
Supplier: Lattimore Materials Co
Truck No: 976 Ticket No: 6294057
Mix I.D. No.: 1701
Water Added Onsite Before Test: 20Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches:
6.50
Air Content, %:
5.4
Concrete Temperature, oF:
70
Ambient Temperature,OF:
68
Plastic Unit Weight, pcf:
143.2
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) ( s q. iq nches
1 1 6.00 28.27
Sample Information
Date Cast: November 14, 2006 Time: 7:45 AM
Sampled by: Mario A. Garcia
Weather Conditions:
Accumulative Yards: 20/250
Placement Method: Direct Discharge
Sample Locations: Set 1 on sketch
Placement Location: Paving, N of new addition. E of existing
church, refer to attached sketch
Specification
Test Metho
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Maximum Compressive
Date Test
Load Strength
Tested (days
(lbs) (psi)
11/21/2006 7
114,040 4,030
1 2 12/12/2006 28
1 3 12/12/2006 28
1 4 01/09/2007 56
Comments:
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 3 oi- vowaoi -Fw,re Key
CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number• 94061334 0019
Irerracon
11 Service Date: November 14, 2006 Dall Carpenter Fn Ste #100
Dallas, Texas 75247 7
(214) 630 -1010
Client: Report Date: November 24, 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 @ 28 Days
Batch Time: 8:30 AM Plant: 6
Supplier: Lattimore Materials Co
Truck No: 944 Ticket No: 6294069
Mix I.D. No.: 1701
Water Added Onsite Before Test: 5Gallons
Water Added Onsite After Test: 5 Gallons
Field Test Data
Test
Result
Slump, inches:
6.50
Air Content, %:
6.3
Concrete Temperature, OF:
70
Ambient Temperature, OR
65
Plastic Unit Weight, pcf:
142.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
2 1 6.00 28.27
Sample Information
Date Cast: November 14, 2006 Time: 9:15 AM
Sampled by: Mario A. Garcia
Weather Conditions: Sunny
Accumulative Yards: 110/250
Placement Method: Direct Discharge
Sample Locations: Set 2 on sketch
Placement Location: Paving, N of new addition. E of existing
church, refer to attached sketch
Specification
Test Metho
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Maximum Compressive
Date Test
Load Strength
Tested (days
(lbs) (psi)
11/21/2006 7
127,210 4,500
2
2
12/12/2006
28
2
3
12/12/2006
28
2
4
01/09/20
56
Comments:
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 2 of 3 01-0DR 01- Fd—Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0019
Service Date: November 14, 2006
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 6 30 -1010
Client:
Report Date: November 24, 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
Plastic Unit Weight, pcf:
Project No.: 94061334
Material Information
Specified Strength: 3600 psi c@ 28 Days
Batch Time: 10:55 AM Plant: 6
Supplier: Lattimore Materials Co
Truck No: 7023 Ticket No: 6294096
Mix I.D. No.: 1701
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches:
6.50
Air Content, %:
8.8
Concrete Temperature, oF:
75
Ambient Temperature,OF:
73
Plastic Unit Weight, pcf:
139.2
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
3 1 6.00 28.27
Sample Information
Date Cast: November 14, 2006 Time: 11:30 AM
Sampled by: Mario A. Garcia
Weather Conditions: Partly cloudy
Accumulative Yards: 210/250
Placement Method: Direct Discharge
Sample Locations: Set 3 on sketch
Placement Location: Paving, N of new addition. E of existing
church, refer to attached sketch
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Maximum Compressive
Date Test
Load Strength
Tested (days
(lbs) (psi)
11/21/2006 7
119,390 4,220
3 2 12/12/2006 28
3 3 12/12/2006 28
3 4 01/09/2007 56
Comments:
NOTE: Dustin with Frank Dale Construction was notified of high slump and air content in testing.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Field Results Reported To: Dustin w /Frank Dale Constructi
Terracon Rep: Mario A. Garcia
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 Zclu e ly 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 3 of 3 01- PORIROi -F", Key
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Terracon Report No.
94061334.0019
Dated 11/14/06
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