St Ann Catholic-LR061218d;ONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061334.0025
Service Date: November 17, 2006
Irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client:
Report Date: December 18; X06
St Ann Catholic Church
Project: St. Ann Catholic Ph
Attn: Jennifer Lindsey
New Addition
180 Samuel Blvd
180 Samuel Blvd.
Coppell TX 75019
Coppell, TX
'
Project No.: 94061334
Material Information
Sample Information
Specified Strength: 3600 psi @ 2 / Days
Date Cast: November 17, 2006 Time: 7:37 AM
//
Sampled by: Jose A. Martinez
Batch Time: 7:07 AM Pla t: 7
Weather Conditions: Partly cloudy
Supplier: Lattimore Mate lals Co
Accumulative Yards: 60
Truck No: 1045 Ticket No: 7173341
Placement Method: Direct Discharge
Mix I.D. No.: 1701
Sample Locations: 30' S & 10' E from dumpster area
Water Added Onsite Before Test: 10Gallons
Placement Location: Paving, E of St. Ann's
Water Added Onsite After Test: - Gallons
Field Test Data
Test
Result
Slump, inches:
5.75
Air Content, %:
4.6
Concrete Temperature, OF:
66
Ambient Temperature,OF:
44
Plastic Unit Weight, pcf:
144.8
Specification Test Metho
3 -5 ASTM C143
3 -6 ASTM C231
- ASTM C1064
ASTM C1064
ASTM C138
* = Field Test Results do not meet project specifications.
Laboratory Test Data
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
6.00
28.27
Age at Maximum Compressive
Date Test Load Strength
Tested (days (lbs) (psi)
11/24/2006 7 134,090 4,740
11/24/2006 7 137,090 4,850
Average (7 Days) 4,800
12/15/2006 28 148,070 5,240
12/15/2006 28 153,900 5,440
Average (28 Days) 5,340
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-
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CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
94061334 0025
Report Number.
8901 Carpenter Frwy, Ste #100
Service Date: November 17, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: December 18, 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 c@ 28 Days
Batch Time: 8:05 AM Plant: 7
Supplier: Lattimore Materials Co
Truck No: 7025 Ticket No: 7173348
Mix I.D. No.: 1701
Water Added Onsite Before Test: - Gallons
Water Added Onsite After Test: - Gallons
Field Test Data
Sample Information
Date Cast: November 17, 2006 Time: 8:35 AM
Sampled by: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: 40'S & 50' E from dumpster area
Placement Location: Paving, E of St. Ann's
Test
Result
Specification
Test Metho
Slump, inches:
6.75
3 -5
ASTM C143
Air Content, %:
5.3
3 -6
ASTM C231
Concrete Temperature, OF:
61
-
ASTM C1064
Ambient Temperature,OF:
51
ASTM C1064
Plastic Unit Weight, pcf:
143.4
ASTM C138
* = Field Test Results do not meet project specifications.
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area
No. ID (inches) ( sq. inches
Date
Tested
Test Load
(days (lbs)
Strength
(psi)
2 1 6.00
28.27
11/24/2006
7 116,830
4,130
2 2 6.00
28.27
11/24/2006
7 118,400
4,190
Average (7 Days)
4,160
2 3 6.00
28.27
12/15/2006
28 138,820
4,910
2 4 6.00
28.27
12/15/2006
28 135,760
4,800
Average (28 Days)
4,860
Services - Obtain samples of fresh concrete at the placement locations, perform required tlew tests ana cast compresstvc
strength samples.
Terracon Rep: Jose A. Martinez
Report Distribution:
(1) St Ann Catholic Church (1) Tech niStructures
(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.
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