St Ann Catholic-LR070110CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0019
Ireirracon
Service Date: November 14, 2006 8901 carpenter Frwy, Ste #loo
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: January 10, 2007
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: 20 Gallons
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) ( sq. inches
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
4 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 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
114,040 4,030
12/12/2006 28 141,790
5,010
12/12/2006 28 140,840
4,980
Average (28 Days)
5,000
01/09/2007 56 151,470
5,360
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0019
Service Date: November 14, 2006
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date:January 10, 2007
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 N o.: 94061334
Material Information Sample Information
Specified Strength: 3600 psi @ 28 Days Date Cast: November 14, 2006 Time: 9:15 AM
Sampled by: Mario A. Garcia
Batch Time: 8:30 AM Plant: 6 Weather Conditions: Sunny
Supplier: Lattimore Materials Co Accumulative Yards: 110/250
Truck No: 944 Ticket No: 6294069 Placement Method: Direct Discharge
Mix I.D. No.: 1701 Sample Locations: Set 2 on sketch
Water Added Onsite Before Test: 5 Gallons Placement Location: Paving, N of new addition. E of existing
Water Added Onsite After Test: 5 Gallons church, refer to attached sketch
Field Test Data
Test
Result
Slump, inches:
6.50
Air Content, %:
6.3
Concrete Temperature, OF:
70
Ambient Temperature,OF:
65
Plastic Unit Weight, pcf:
142.0
Laboratory
Test Data
Maximum Compressive
Set
Specimen Diameter
Area
No.
ID
(inches) (s q.
inches
2
1
6.00
28.27
2
2
6.00
28.27
2
3
6.00
28.27
2 4 6.00 28.27
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 ° P ; F°° ,
Age at
Maximum Compressive
Date
Test
Load
Strength
Tested
(days
(lbs)
(psi)
11/21/2006
7
127,210
4,500
12/12/2006
28
140,300
4,960
12/12/2006
28
117,310
4,150
Average
(28 Days)
4,560
01/09/2007
56
137,840
4,870
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 ° P ; F°° ,
CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
Report Number: 94061334.0019
Service Date: November 14, 2006 Dall Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: January 10, 2007
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: 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: OGallons
Water Added Onsite After Test: 0 Gallons
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
Air Content, %:
church, refer to attached sketch
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
6.50
ASTM C143
Air Content, %:
8.8
ASTM C231
Concrete Temperature, oF:
75
ASTM C1064
Ambient Temperature,01F.
73
ASTM C1064
Plastic Unit Weight, pcf:
139.2
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Test Load
Strength
No. ID (inches) ( sq. inches
Tested
(days (lbs)
(psi)
3 1 6.00
28.27
11/21/2006
7 119,390
4,220
3 2 6.00
28.27
12/12/2006
28 115,180
4,070
3 3 6.00
28.27
12/12/2006
28 134,310
4,750
Average (28 Days)
4,410
3 4 6.00
28.27
01/09/2007
56 126,750
4,480
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) Tech niStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by:
(1) City of Coppell TX A. Bulent Ethem, P.G.
(1) Page Southerland Page
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 3 of 3 -* ° 10 F°O .,,
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Dated 11/14/06
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