Northpoint Dr-LR020607CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0047
Service Date: May 30, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 63o-1 Ol o
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 07, 2002
Project: Northpoint Ddve &
Associated Utilities
Coppell, Texas
Project Number: 94021061
Ma terial In formation
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 2:21 pm
Supplier: LMC
Truck No: 964
Mix I.D. No.: 38
Plant: 3
Ticket No: 3145411
Sample Information
Sample Time: 3:35pm Date Cast: May 30, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 3
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Manhole inlets
Field Test Data
Test Result Specification Test Method
Slump, inches: 3.00 4.0 Max ASTM C-143
Air Content, %: 1.8 N/A ASTM C-231
Concrete Temperature,o F: 80 ASTM C1064
Ambient Temperature, o F: 88 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I 1 6.00 28.27 06/06/2002 7 118,740 4,200
1 2 6.00 28.27 06/06/2002 7 125,000 4,420
Average 4,310
1 3 0612712002 28
1 4 06/27/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestsm Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Engineering
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC Eng~
Eugene Harbour
Prin~pal
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 er identical
materials.
Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0046
Service Date: May 30, 2002
8901 Carpenter Fmc., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 07, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
Material Information
Specified Strength: 3600 psi (~ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: · 3.6
Concrete Temperature, o F: 80
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf: 147.4
Laboratory Test Data
Sample Information
Sample Time: 8:50am Date Cast: May 30, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 30
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Approaches- S of Amberpoint
Specification Test Method
ASTM C.-143
ASTM C-231
ASTM Cl 064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I I 6.00 28.27 06/06/2002 7 99,520 3,520
I 2 6.00 28.27 06/06/2002 7 97,430 3,450
Average 3,490
1 3 06/27/2002 28
1 4 06/27/2002 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 crmal
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 1 of 2 ~,~.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0046
Service Date: May 30, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 07, 2002
Project: Northpoint Ddve &
Associated Utilities
Coppell, Texas
Project Number: 94021061
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 3.5
Concrete Temperature,o F: 81
Ambient Temperature, o F: 88
Plastic Unit Weight, pcf: 149.0
Laboratory Test Data
Sample Information
Sample Time: 2:55pm Date Cast: May 30, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 150
Placement Method: Direct Discharge
Sample Locations: Sta. southside 0+50
Placement Location: See page 1
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
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 06/06/2002 7 110,930 3,920
2 2 6.00 28.27 06/06/2002 7 110,950 3,920
Average 3,920
2 3 06/27/2002 28
2 4 06/27/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) City of Coppell - Engineering
(1) City of Coppell- BIdg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC Engine~
Eugene Harbour
Principal
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 apparentJy similar or identical
matedals.
Page 2 of 2