St Ann Catholic-LR061227CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0006
Service Date: October 30, 2006
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: December 27, 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: 11:39 AM Plant: 3
Supplier: Lattimore Materials Co
Truck No: 1053 Ticket No: 3222366
Mix I. D. No.: 1701
Water Added Onsite Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: October 30, 2006 Time: 12:32 PM
Sampled by: Ira S. Haynes
Weather Conditions: Partly cloudy, windy
Accumulative Yards: 80/160
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as Set #1
Placement Location: Paving, Parking Lot, refer to attached sketch
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
5.00
3 -5
ASTM C143
Air Content, %:
3.7
3 -6
ASTM C231
Concrete Temperature, oF:
80
-
ASTM C1064
Ambient Temperature,oF:
76
ASTM C1064
Plastic Unit Weight, pcf:
N/A
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Test Load
Strength
No. ID (inches) (s q. inches
Tested
(days (Ibs)
(psi)
1 1 6.00
28.27
11/02/2006
3 82,660
2,920
1 2 6.00
28.27
11/06/2006
7 108,280
3,830
1 3 6.00
28.27
11/27/2006
28 141,830
5,020
1 4 6.00
28.27
11/27/2006
28 141,220
4,990
Average (28 Days)
5,010
1 5 6.00
28.27
12/25/2006
56 1 62,640
5,750
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 11 LC2r2/1Cl 1 —reKe,
CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
b 94061334 0006
Report Num er.
8901 Carpenter Frwy, Ste #100
Service Date: October 30, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: December 27, 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
Pr oject No.: 94061334
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 12:40 PM Plant: 3
Supplier: Lattimore Materials Co
Truck No: 1106 Ticket No: 3222380
Mix I.D. No.: 1701
Water Added Onsite Before Test: 5Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches:
5.25
Air Content, %:
4.0
Concrete Temperature, OF:
83
Ambient Temperature,OF:
78
Plastic Unit Weight, pcf:
N/A
Sample Information
Date Cast: October 30, 2006 Time: 1:43 PM
Sampled by: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: -
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as Set #2
Placement Location: Paving, Parking Lot, refer to attached sketch
Specification
3 -5
3 -6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 A. Bulent Ethem, P.G.
(1) Page Soulherland 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 2 of 2 r ` "� � "`y
* = 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
6.00
28.27
11/02/2006
3
89,170
3,150
2
2
6.00
28.27
11/06/2006
7
106,200
3,760
2
3
6.00
28.27
11/27/2006
28
138,960
4,910
2
4
6.00
28.27
11/27/2006
28
134,880
4,770
Average
(28 Days)
4,840
2
5
6.00
28.27
12/25/2006
56
1
5,410
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 A. Bulent Ethem, P.G.
(1) Page Soulherland 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 2 of 2 r ` "� � "`y
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