St Ann Catholic-LR061128CONCRETE COMPRESSIVE STRENGTH TEST
94061334 0006
Irerracon
Report Number.
8901 Carpenter Fnnry, Ste #100
Service Date: October 30, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 28, 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.: 9 4061334
Material Information
Specified Strength: 3600 psi c@ 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
Slump, inches:
Air Content, %:
Concrete Temperature, of
Ambient Temperature,OF
Plastic Unit Weight, pcf:
Laboratory Test Data
Test
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
1
4
6.00
28.27
1 5
Result Specification
5.00 3-5
3.7 3 -6
80 -
76
N/A
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date
Test
Load
Strength
Tested
(days
(lbs)
(psi)
11/02/2006
3
82,660
2,920
11/06/2006
7
108,280
3,830
11/27/2006
28
141,830
5,020
11/27/2006
28
141,220
4,990
Average (28 Days) 5,010
12/25/2006 56
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 o,- RDRWI -FN re Key
CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
94061334 0006
Report Number. 8901 Carpenter Frwy, Ste #100
Service Date: October 30, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 28, 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.: 9 4061334
Material Information Sample Information
Specified Strength: 3600 psi @ 28 Days Date Cast: October 30, 2006 Time: 1:43 PM
Sampled by: Ira S. Haynes
Batch Time: 12:40 PM Plant: 3 Weather Conditions: Clear
Supplier: Lattimore Materials Co Accumulative Yards: -
Truck No: 1106 Ticket No: 3222380 Placement Method: Direct Discharge
Mix I.D. No.: 1701 Sample Locations: Noted on sketch as Set #2
Water Added Onsite Before Test: 5 Gallons Placement Location: Paving, Parking Lot, refer to attached sketch
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
5.25
3 -5
ASTM C143
Air Content, %:
4.0
3 -6
ASTM C231
Concrete Temperature, oF:
83
-
ASTM C1064
Ambient Temperature,oF:
78
ASTM C1064
Plastic Unit Weight, pcf:
N/A
ASTM C138
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area
No. ID (inches) (s q. inches
Date
Tested
Test Load
(days (Ibs)
Strength
(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
12/25/2006
56
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 Southerland Page - 7 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 °'- °oar °,.FN °`a Key
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