St Ann Catholic-LR070105CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0016
Service Date: November 9, 2006
Date
Tested
11/16/2006
12/07/2006
Client:
St Ann Catholic Church
Attn: Jennifer Lindsey
180 Samuel Blvd
Coppell TX 75019
Report Date: January 05, 200
Project: St. Ann Cat#dri Parish
X180 Samuel Blvd.
I ' Coppell, TX
Project No.: 94061334
Material Information
Specified Strength: 3600 psi c@ 28 Days
Batch Time: 9 :48 AM Plant: 6
Supplier: Lattimore Materials Co.
Truck No: 1109 Ticket No: 6293732
Mix I.D. No.: 1701
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Date Cast: November 9, 2006 Time: 10:30 AM
Sampled by: Jesus Rojas
Weather Conditions: Cloudy, sunny
Accumulative Yards: 40/200
Placement Method: Direct Discharge
Sample Locations: Noted as Set 1 on sketch
Placement Location: Paving, refer to attached sketch
Result Specification
6.50
8.0
77
73
134.0
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
4 6.00 28.27
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010 -
Test Metho
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Maximum Compressive
Test
Load Strength
(days
(lbs) (psi)
7
71,500 2,530
I!
93,390
95,430
3,300'
3,370*
3,340
3,690
12/07/2006 28
Average (28 Days)
01/04/2007 56 104,230
Comments: " Does not comply with specified strength.
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 PDRM01-Fax, key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0016
Irerracon
Service Date: November 9, 2006 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: January 05, 2007
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: 11:14 AM Plant: 6
Supplier: Lattimore Materials Co.
Truck No: 7057 Ticket No: 6293747
Mix I.D. No.: 1701
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 15 Gallons
Sample Information
Date Cast: November 9, 2006 Time: 11:50 AM
Sampled by: Jesus Rojas
Weather Conditions: Cloudy, sunny
Accumulative Yards: 140/200
Placement Method: Direct Discharge
Sample Locations: Noted as Set 2 on sketch
Placement Location: Paving, refer to attached sketch
Field Test Data
Test
Result
Specification
Test Metho
Slump, inches:
5.00
ASTM C143
Air Content, %:
6.0
ASTM C231
Concrete Temperature, oF:
81
ASTM C1064
Ambient Temperature,oF:
80
ASTM C1064
Plastic Unit Weight, pcf:
141.6
ASTM C138
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
11/16/2006
7 83,350
2,950
2 2 6.00
28.27
12/07/2006
28 116,470
4,120
2 3 6.00
28.27
12/07/2006
28 113,880
4,030
Average (28 Days)
4,080
2 4 6.00
28.27
01/04/2007
56 123,660
4,370
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Jesus Rojas
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
(1) Page Southerland Page A. Bulent Ethem, P.G.
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 0+- POPa0 Key
REPORT OF REINFORCING STEEL OBSERVATION Irerracon
Consultlna Enpineers A Scientists
8901 Carpenter Frvry., Suite #100
Dallas, Texas 75247
(2141630 -1010
Date of Service
Client No.:
Client:
11/09/06
106235
St Ann Catholic Church
180 Samuel Blvd
Coppell, TX 75019
Report No.: 94061334.0016
Project No.: 94061334
Project: St. Arm Catholic Parish
New Addition
180 Samuel Blvd.
Coppell, TX
NOT TO SCALE
N