St Ann Catholic-LR061213CONCRETE COMPRESSIVE STRENGTH TEST
N b 94061334 0019
Irerracon
Report um er.
Service Date: November 14, 2006 Dallas, Carpenter Fn Ste #100
Dallas, Texas 75247 7
(214) 630 -1010
Client: Report Date: December 13, 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) ( sq. inches
1 1 6.00 28.27
2 6.00 28.27
3 6.00 28.27
4
Samale 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
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 °' -`° PDI-F —K.y
CONCRETE COMPRESSIVE STRENGTH TEST
On ort Number• 94061334 0019
Irerracon
Service Date: November 14, 2006 Dall Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: December 13, 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: 8:30 AM Plant: 6
Supplier: Lattimore Materials Co
Truck No: 944 Ticket No: 6294069
Mix I.D. No.: 1701
Water Added Onsite Before Test: 5 Gallons
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,OF:
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 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
127,210 4,500
2 2 6.00 28.27 12/12/2006 28 140,300 4,960
2 3 6.00 28.27 12/12/2006 28 117,310 4,150
Average (28 Days) 4,560
2 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 2 of 3 01- PDP/R01 -FNU1e Key
CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
Re ort Number• 94061334 0019
P
Dallas, Carpenter 247 Ste #100
Service Date: November 14, 2006
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: December 13, 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: 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
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
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
Specification
Test Method
Laboratory Test Data
Test
Set
Specimen
Diameter
Area
No.
ID
(inches) (s q. inches
3
1
6.00
28.27
3
2
6.00
28.27
3
3
6.00
28.27
3 4
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
12/12/2006
28
115,180
4,070
12/12/2006
28
134,310
4,750
Average (28 Days)
4,410
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: A
(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 7 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 01 PDR 01 -F— Key
_--T
A
i(
Terracon Report No.
94061334.0019
Dated 11/14/06
z -..A.MMW