St Ann Catholic-LR070214CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0036
Service Date: February 6, 2007
Sample Information
Date Cast: February 6, 2007 Time: 7:40 AM
Sampled by: Jeremy D. Lehnertz
Weather Conditions: Clear
Accumulative Yards: 5/5
Placement Method: Direct Discharge
Sample Locations: Refer to placement location
Placement Location: Sidewalk, in front of Ste. 154
Client: Report Date: February 14, 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: 3000 psi @ 28 Days
Batch Time: 7:02 AM Plant: 3
Supplier: Lattimore Materials Co
Truck No: 1049 Ticket No: 3225832
Mix I.D. No.: 1261
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:
Result
4.25
3.8
54
47
144.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
1 1 6.00 28.27
2 6.00 28.27
3
4
Specification
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 63 -1010
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date
Test
Load
Strength
Tested
(days
(lbs)
(psi)
02/13/2007
7
116,550
4,120
02/13/2007
7
116,570
4,120
Average (7 Days)
4,120
03/06/2007
28
03/06/2007
28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Jeremy D. Lehnertz
Report Distribution:
(1) S1 Ann Catholic Church (1) TechniStructures
(1) City of Coppell TX (1) Pacheco Koch Consulting Engineers Reviewed by: ov
(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 1 of 1 01.RDR/R01 -F 1 key
REPORT OF REINFORCING STEEL OBSERVATION lEstieracon Consultina Enpineers & Scientists
8901 Carpenter Frwy., Suite #100
Dallas. Texas 75247
(2141630 -1010
Date of Service:
Client No
Client:
Services:
Drawings Utilized
02/14/07
106235
Report No.: 94061334.0038
Project No.: 94061334
St Ann Catholic. urch Project: St. Ann Catholic Parish
180 Samuel d New Addition
Coppell, T 75019 180 Samuel Blvd.
Coppell, TX
ObZrve placement of reinforcing for compliance with furnished drawings.
C4.1, dated 08/16/06
PROJECT DATA
Locations /Items Observed: N Sidewalk of St. Ann Center and 18 Light Pole Piers on N Side of the Center at
N Entry
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings Approved
X
Bar Length and Shape
X
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Properly Tied
X
Welded Splices
Rebar Clean
X
Dowel Bars in Place
X
Mechanical Splices
Trash & Debris Removed
X
Proper Bar Supports
X
Lapped Splices
X
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments: No discrepancies were noted at the time of this observation.
Field Results Report To: Gary Wietleenget w /Strilarnd
Technician: E. Jernigan
Report Distribution:
(1) St Ann Catholic Church
(1) City of Coppell TX
(1) City of Coppell TX
309acs
(1) Page Southerland Page
(1) Tech niStructures
(1) Pacheco Koch Consulting Engineers
B lent 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.