St Ann Catholic-LR061226CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0004
Service Date: October 23, 2006
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client:
Report Date: December 26, 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
Slump, inches:
Project No.: 94061334
Material Information
Sample Information
Specified Strength: 3600 psi @ 28 Days
Date Cast: October 23, 2006 Time: 9:22am
4.3
Sampled by: Ira S. Haynes
Batch Time: 8:17am Plant: 3
Weather Conditions: Clear
Supplier: Lattimore
Accumulative Yards: 80
Truck No: 1050 Ticket No: 3222083
Placement Method: Direct Discharge
Mix I.D. No.: 1701
Sample Locations: See attached sketch for Location #1
64
Placement Location: Pavement, Parking Lot
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
5.00
3 -5
ASTM C143
Air Content, %:
4.3
3 -6
ASTM C231
Concrete Temperature, oF:
73
ASTM C1064
Ambient Temperature,oF:
64
ASTM C1064
Plastic Unit Weight, pcf:
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
10/30/2006
7 95,190
3,370
1 2 6.00
28.27
11/20/2006
28 128,920
4,560
1 3 6.00
28.27
11/20/2006
28 128,420
4,540
Average (28 Days)
4,550
1 4 6.00
28.27
12/18/2
56 143,120
5,060
Comments: Not tested for plastic unit weight.
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 1of2 p1ACSR01-F 1.K,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0004
Service Date: October 23, 2006
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client:
Report Date: December 26, 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
1
Project No.: 94061334
Material Information
Sample Information
Specified Strength: 3600 psi @ 28 Days
Date Cast: October 23, 2006 Time: 11:45am
28.27
Sampled by: Ira S. Haynes
Batch Time: 11:06am Plant: 3
Weather Conditions: Clear
Supplier: Lattimore
Accumulative Yards: 140/156
Truck No: 5022 Ticket No: 3222096
Placement Method: Direct Discharge
Mix I.D. No.: 1701
Sample Locations: See attached sketch for Location #2
Water Added Onsite Before Test: 15 Gallons
Placement Location: Pavement, Parking Lot, N Parking
Water Added Onsite After Test: 0 Gallons
144,700
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, OF
Ambient Temperature,OF:
Plastic Unit Weight, pcf:
Result
5.25
4.3
83
77
Specification
3 -5
3 -6
Tact Mathnrl
AJ I IVI L, 1415
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Age at
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq. 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
Comments: Not tested for plastic unit weight.
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
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 "_"`s'�°'_`" °'a KIV
Age at
Maximum Compressive
Date
Test
Load
Strength
Tested
(days
(lbs)
(psi)
10/30/2006
7
103,510
3,660
11/20/2006
28
129,930
4,590
11/20/2006
28
128,920
4,560
Average
(28 Days)
4,580
12/18/2006
56
144,700
5,120
Comments: Not tested for plastic unit weight.
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
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 "_"`s'�°'_`" °'a KIV
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