St Ann Catholic-LR061127CONCRETE COMPRESSIVE STRENGTH TEST
Re ort Number• 94061334.0025
Irerracon
P
Dallas, , Texas 7524 ry, Ste #100
Service Date: November 17, 2006
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 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 c@ 28 Days
Batch Time: 7:07 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 1045 Ticket No: 7173341
Mix I. D. No.: 1701
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: - Gallons
Field Test Data
Test
Result
Slump, inches:
5.75
Air Content, %:
4.6
Concrete Temperature, oF:
66
Ambient Temperature,oF:
44
Plastic Unit Weight, pcf:
144.8
Sample Information
Date Cast: November 17, 2006 Time: 7:37 AM
Sampled by: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 60
Placement Method: Direct Discharge
Sample Locations: 30' S & 10' E from dumpster area
Placement Location: Paving, E of St. Ann's
Specification Test Metho
3 -5 ASTM C143
3 -6 ASTM C231
- ASTM C1064
ASTM C1064
ASTM C138
* = 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 (lbs) (psi)
1 1 6.00 28.27 11/24/2006 7 134,090 4,740
1 2 6.00 28.27
1 3
1 4
11/24/2006 7 137,090 4,850
Average (7 Days) 4,800
12/15/2006 28
12/15/2006 28
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 01 -PDRR 01- Future Key
CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
N b 94061334 0025
Report um er.
Service Date: November 17, 2006 Dallas, Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 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: 8:05 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 7025 Ticket No: 7173348
Mix I.D. No.: 1701
Water Added Onsite Before Test: - Gallons
Water Added Onsite After Test: - Gallons
Field Test Data
Test
Result
Slump, inches:
6.75
Air Content, %:
5.3
Concrete Temperature, OF:
61
Ambient Temperature,OF:
51
Plastic Unit Weight, pcf:
143.4
Sample Information
Date Cast: November 17, 2006 Time: 8:35 AM
Sampled by: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: 40' S & 50'E from dumpster area
Placement Location: Paving, E of St. Ann's
Specification Test Metho
3 -5 ASTM C143
3 -6 ASTM C231
- ASTM C1064
ASTM C1064
ASTM C138
* = 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 (lbs) (psi)
2 1 6.00 28.27 11/24/2006 7 116,830 4,130
2 2 6.00 28.27 11/24/2006 7 118,400 4,190
Average (7 Days) 4,160
2 3 12115/2006 28
2 4 12/15/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Jose A. Martinez
Report Distribution:
(1) St Ann Catholic Church (1) Tech niStructu res;
(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.
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