St Ann Catholic-LR061110FIELD DENSITY TESTING
94061334 0008
Irerracon
Report Number. 8901 Carpenter Frwy, Ste #100
Service Date: November 3, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 10, 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.: 940613
Material Information
Lab Test Data
Protect Requirements
Optimum
Max. Lab
Water
Dry Unit
Water
Minimum Dry
Material Laboratory
Content
Weight Content
Unit Weight
No. Test Method Description and Classification
(%)
(pcf)
( %)
(% compaction)
1 613340002 ASTM D 698 Tannish gray calcareous
clay
14.9
114.1
-1/ +3
95
Field Test Data
Probe
Water
Dry Unit
Dry Unit
Test
Lift/
Mat.
Depth
Content
Weight
Weight
No. Test Location
Elev.
No. (inches)
(%)
(pcf)
(% compaction)
Paving, Parking Lot
1 100' N & 20'W of NE corner of building
Final
1
6
8.9 *
120.1
100+
2 120' N & 30'W of NE corner of building
Final
1
6
9.6 *
119.3
100+
3 100' N & 50'W of NE corner of building
Final
1
6
9.1 *
119.8
100+
4 130' N & 50'W of NE corner of building
Final
1
6
8.5 *
120.6
100+
Comments:
An asterisk ( *) appears next to test results which do NOT meet the project specifications.
Services - Perform in -place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D -2922, ASTM D -3017
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
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 Southerland Page
Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This re rt 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 07- PDRRROI -FUl Key
CONCRETE COMPRESSIVE STRENGTH TEST
R rt N ber• 94061334 0006
Irerracon
epo um
Dail Carpenter Frwy, Ste #100
Service Date: October 30, 2006
Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 10, 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: 11:39 AM Plant: 3
Supplier: Lattimore Materials Co
Truck No: 1053 Ticket No: 3222366
Mix I.D. No.: 1701
Water Added Onsite Before Test: 5Gallons
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
5.00
3.7
80
76
N/A
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
1 4
1 5
Sample Information
Date Cast: October 30, 2006 Time: 12:32 PM
Sampled by: Ira S. Haynes
Weather Conditions: Partly cloudy, windy
Accumulative Yards: 80/160
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as Set #1
Placement Location: Paving, Parking Lot, refer to attached sketch
Specification
3 -5
3 -6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date
Test
Load
Strength
Tested
(days
(lbs)
(psi)
11/02/2006
3
82,660
2,920
11/06/2006
7
108,280
3,830
11/27/2006 28
11/27/2006 28
12/25/2006 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.
Page 1 of 2 01 -PDP 01 -F"e KBy
CONCRETE COMPRESSIVE STRENGTH TEST Irerracon
Re ort Number• 94061334.0006
p 8901 Carpenter Frwy, Ste #100
Service Date: October 30, 2006 Dallas, Texas 75247
(214) 630 -1010
Client: Report Date: November 10, 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.: 9 4061334
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 12:40 PM Plant: 3
Supplier: Lattimore Materials Co
Truck No: 1106 Ticket No: 3222380
Mix I.D. No.: 1701
Water Added Onsite Before Test: 5Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches:
5.25
Air Content, %:
4.0
Concrete Temperature, OF:
83
Ambient Temperature, OF'.
78
Plastic Unit Weight, pcf:
N/A
Sample Information
Date Cast: October 30, 2006 Time: 1:43 PM
Sampled by: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: -
Placement Method: Direct Discharge
Sample Locations: Noted on sketch as Set #2
Placement Location: Paving, Parking Lot, refer to attached sketch
Specification Test Metho
3 -5 ASTM C143
3 -6 ASTM C231
- ASTM C1064
ASTM C1064
ASTM C138
2 3
11/27/2006 28
2 4 11/27/2006 28
2 5 12/25/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Ira S. Haynes
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 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 01- DR 01 -FNure Key
* = Field Test Results do not meet project specifications.
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
11/02/2006
3
89,170
3,150
2
2 6.00 28.27
11/06/2006
7
106,200
3,760
2 3
11/27/2006 28
2 4 11/27/2006 28
2 5 12/25/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Terracon Rep: Ira S. Haynes
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 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 01- DR 01 -FNure Key
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