St Ann Catholic-LR061208CONCRETE COMPRESSIVE STRENGTH TEST
Y Report Number: 94061334.0016
Service Date: November 9, 2006 �—
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
Client: Report Date: December 08, 2006
St Ann Catholic Church Project: St. Ann Catholic Parish
Attn: Jennifer Lindse New Addition
180 Samuel Blvd 180 Samuel Blvd.
Coppell TX 75 9 Coppell, TX
Project No.: 94061334
SpecifM 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
Result
Slump, inches:
6.50
Air Content, %:
8.0
Concrete Temperature, OF:
77
Ambient Temperature,OF:
73
Plastic Unit Weight, pcf:
134.0
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
Specification
1 rerracon
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
Date
Test
Load
Strength
Tested
(days
(lbs)
(psi)
11/16/2006
7
71,500
2,530
12/07/2006
28
93,390
3,300k
12/07/2006
28
95,430
3,370"
Average (28 Days)
3,340
01/ 04/2007
56
Comments: " Does not comply with s.pecified 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 oi- PoRml -F U l Hey
CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
Re ort Number• 94061334.0016
Service Date: November 9, 2006 Dall Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: December 08, 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: 11:14 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
Slump, inches:
5.00
Air Content, %:
6.0
Concrete Temperature, oF:
81
Ambient Temperature,OF:
80
Plastic Unit Weight, pcf:
141.6
Specification
Test Method
Laboratory Test Data
Test
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
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date
Test
Load
Strength
Tested
(days
(lbs)
(psi)
11/16/2006
7
83,350
2,950
12/07/2006
28
116,470
4,120
12/07/2006
28
113,880
4,030
Average (28 Days) 4,080
01/04/2007 56
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) TechniSlructures
(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 DI-POP I- FV—Key
REPORT OF REINFORCING STEEL OBSERVATION Irerracon Consultinq Enpinears b Scientists
8901 Carpenter Frwy., 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. Ann Catholic Parish
New Addition
180 Samuel Blvd.
Coppell, TX
NOT TO SCALE
N