St Joseph-LR020808 (2)CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0062
Service Date: July 31, 2002
Client: SL Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
EN{]IN EERIN(~
8901 Carpenter Frwy., Suite t/100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 08, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 3:43am
Supplier: Hanson
Truck No: 766
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Ticket No: 189921
Sample Information
Sample Time: 4:50am Date Cast: July 31,2002
Technician: Marvin R. Arandia
Weather Conditions:
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: 180' E of Main Entrance Drive
Placement Location: N Loop Cottage Road, S of Main Entrance
See attached sketch
Result Specification Test Method
4.75 3-5 ASTM C-143
5.0 3-6 ASTM C-231
89 ASTM C1064
83 ASTM C-1064
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 08/07/2002 7 102,490 3,620
1 2 6.00 28.27 08/07/2002 7 97,390 3,440
Average 3,530
1 3 08/28/2002 28
1 4 08/28/2002 28
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 approval of Terracon. 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 I of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0062
Service Date: July 31,2002
EN¢;INEER]N(3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: August 08, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 5:04am'
Supplier: Hanson
Truck No: 923
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Ticket No: 189930
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Am'blent Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 6:15am Date Cast: July 31,2002
Technician: Marvin R. Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 120
Placement Method:
Sample Locations: 70' E of Main Entrance Drive
Placement Location: See page 1
Result Specification Test Method
5.50 3-5 ASTM C-143
5.0 3-6 ASTM C-231
85 ASTM C1064
80 ASTM C-1064
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 08/07/2002 7 91,690 3,240
2 2 6.00 28.27 08/07/2002 7 94,860 3,350
Average
28
28
2 3 08/28/2002
2 4 08/28/2002
3,300
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 approval of Terracon. 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 4 ~,~LW~"~-F~o~,,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0062
Service Date: July 31,2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENCJINEER]~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: August 08, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 6:32am
Supplier: Hanson
Truck No: 1888
Mix I.D. No.: 7750
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 189939
Sample Information
Sample Time: 7:40am Date Cast: July 31,2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 210
Placement Method: Pump
Sample Locations: 60' W of Main Entrance Drive
Placement Location: See page 1
Result Specification Test Method
3.00 3-5 ASTM C-143
3,6 3-6 ASTM C-231
89 ASTM C1064
78 ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 1 6.00 28.27 08/07/2002 7 111,770 3,950
3 2 6.00 28.27 08/07/2002 7 112,300 3,970
Average 3,960
3 3 08/28/2002 28
3 4 08/28/2002 28
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 approval of Terracon. 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 3 of 4
CON'CRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021187.0062
Service Date: July 31, 2002
ENGINEER]I~3
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: August 08, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX
Project Number: 94021187
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 7:53am Plant: 27
Supplier: Hanson
Truck No: 1020
Mix I.D. No.: 7750
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 4.0
Concrete Temperature,o F: 87
Ambient Temperature, o F: 85
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 189950
Sample Information
Sample Time: 9:00am Date Cast: July 31, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method:
Sample Locations: 110' W of Main Entrance Drive
Placement Location: See page 1
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 1 6.00 28.27 08/07/2002 7 90,890 3,210
4 2 6.00 28.27 08/07/2002 7 94,300 3,330
Average 3,270
4 3 08/28/2002 28
4 4
08/28/2002 26
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
............. t _
= ....= .......................... :,... $
~ LYNDON J. COX
~..-.= .......................... =....i
Technician: Matin R. Arandia
Repod Distribution: ~~HBC ngineer, e~
(1) st. Joseph Village, Jnc, (1) Gity of GoppelJ Engineering
(1) Agui~ Go.ration (1) SI Andrews Management ~eviewed by:
(1, Centex - Jobsite (1) St Andrews Management ~
(1) City of Coppell - Bldg Insp Lyndon J ox,
Prin gineer
The tests were pedo~ed in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This repod is exclusivel~r the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the Io~tion{s) referenced and are not necessarily indicative of the propedies of other apparently similar or identical
materials.
Page 4 of 4
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Form 112--5-93