St Ann Catholic-LR061117Irerracon
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0016 8901 Carpenter Frwy, Ste #100
Service Date: November 9, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: Novemb 17, 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: 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: OGallons
Water Added Onsite After Test: 0 Gallons
Field Te 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
Set Specimen Diameter Area
No. ID (inches ( sq. inches
1 1 6.00 28.27
1 2
4
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
Specification
Test Metho
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested da s) Ibs (Psi
11/16/2006 7 71,500 2,530
12/07/2006
28
12/07/2006
28
01/04/2007
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. 0t- PDRJR01- "F. N.Y
Page 1 of 2
. CONCRETE COMPRESSIVE STRENGTH TEST
Irerracon
Report Number: 94061334.0016 8901 Carpenter Frwy, Ste #100
Service Date: November 9, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 17, 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
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
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
2 1 6.00 28.27
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
Specification
Test Metho
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days Ibs (psi
11/16/2006 7 83,350 2,950
2 2
12/07/2006
28
2 3
12/07/2006
28
2 4
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) 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 Sou 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 °'- `°R'R °' �'°'° K.,
REPORT OF REINFORCING STEEL OBSERVATION Irerracan Consulting Engineers & Scientists
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
f214) 630 -1010
Date of Service
11/17/06
Report No.: 94061334.0024
Client No
Client:
Services:
106235
Project No.: 94061334
St Ann Catholic Church Project: St. Ann Catholic Parish
180 Samuel Blvd New Addition
Coppell, TX 75019 180 Samuel Blvd.
Coppell, TX
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Drawings Utilized:
C4.1/Paving Notes, dated 8/10/06
Locations /Items Observed: Paving, E of St. Ann's Catholic Parish
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
Placing Drawings Approved
CORRECT
X
INCORRECT
ITEMS OBSERVED
Bar Length and Shape
CORRECT
X
INCORRECT
ITEMS OBSERVED
Column Tie Spacing & Type
CORRECT
INCORRECT
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
X
Properly Tied
X
Welded Splices
Bar Grade
X
Dowel Bars in Place
X
Mechanical Splices
Reber Clean
X
Proper Bar Supports
X
Lapped Splices
X
Trash &Debris Removed
X
Proper Cover /Clearance
X
Number of Bars
Discrepancies/Comments: No discrepancies were noted at the time of this observation.
Field Results Report To:
Technician: Jose A. Martinez
Report Distribution:
(1) St Ann Catholic Church
(1) City of Coppell TX
(1) City of Coppell TX
309pdr
(1) Page Southerland Page
(1) Tech niStructures
(1) Pacheco Koch Consulting Engineers
A. Bulent Ethem, P.G.
Project Manager
This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon.