Amberpoint BP-LR020717CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0333
Service Date: July 8, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
ENGrNEER[NG
8901 Carpenter Frwy., Suite #100
Dallas. Texas 75247
(214) 630-1010
Report Date: July 17, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:20pm
Supplier: Hanson
Truck No: 1089
Mix I.D. No.: 9339
Plant: 29
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Ticket No: 054361
Sample Information
Sample Time: 1:59pm Date Cast: July 8, 2002
Technician: Marie R. Villanueva
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method:
Sample Locations: See placement location
Placement Location: Grade beam on grid lines H.5-1.5/1-1.5
Result Specification Test Method
5.25 3-5 ASTM C-143
4.7 3-6 ASTM C-231
87 ASTM C1064
92 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 07/15/2002 7 72,640 2,570
1 2 6.00 28.27 07/15/2002 7 70,230 2,480
Average 2,530
1 3 08/05/2002 28
1 4 08/05/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marie R. Villanueva
Report Distribution:
(1) Transwestern Commercial Services
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Halff Assoc Inc
(1) State Farm Insurance
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates, Inc.
Reviewed by:
HBC Engi i~ng
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 apparently similar or identical
materiafs.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0336
Service Date: July 10, 2002
8901 Carpenter Fn~., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 17, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: Plant: 16
Supplier: Potter
Truck No: 108 Ticket No:
Mix I.D. No.: 9349
Field Test Data
Test
Sample Information
Sample Time: 8:32am Date Cast:July 10, 2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 180
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Leaveout- from SE loading dock to NW
loading dock
Sample location: 35' N of SE loading dock
& 2' W of E wall
Result Specification Test Method
Slump, inches: 5.50 5.0 Max ASTM C-143
Air Content, %: N/A
Concrete Temperature,o F: 82 ASTM C1064
Ambient Temperature, o F: 74 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)
1 1 6.00 28.27 07/17/2002 7 112,180 3,970
1 2 6.00 28.27 07/17/2002 7 117,410 4,150
Average 4,060
1 3 08/07/2002 28
I 4 08/07/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joseph B. Gordon
Report Distribution:
(1) Transwestern Commercial Services
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City o1' Coppell - Bldg Insp
HBC Eng~
(1) Hall1' Assoc Inc
(1) State Farm insurance Reviewed by:
(1) Hilt & Wilkinson, Ltd. Eugene Flarbour
(1) O'Brien & Associates, Inc.
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 apparently similar or identical
materials.
Page 1 of 1 O,-LLW,~O,